外文翻译原文
外文文献翻译(图片版)
本科毕业论文外文参考文献译文及原文学院经济与贸易学院专业经济学(贸易方向)年级班别2007级 1 班学号3207004154学生姓名欧阳倩指导教师童雪晖2010 年 6 月 3 日目录1 外文文献译文(一)中国银行业的改革和盈利能力(第1、2、4部分) (1)2 外文文献原文(一)CHINA’S BANKING REFORM AND PROFITABILITY(Part 1、2、4) (9)1概述世界银行(1997年)曾声称,中国的金融业是其经济的软肋。
当一国的经济增长的可持续性岌岌可危的时候,金融业的改革一直被认为是提高资金使用效率和消费型经济增长重新走向平衡的必要(Lardy,1998年,Prasad,2007年)。
事实上,不久前,中国的国有银行被视为“技术上破产”,它们的生存需要依靠充裕的国家流动资金。
但是,在银行改革开展以来,最近,强劲的盈利能力已恢复到国有商业银行的水平。
但自从中国的国有银行在不久之前已经走上了改革的道路,它可能过早宣布银行业的改革尚未取得完全的胜利。
此外,其坚实的财务表现虽然强劲,但不可持续增长。
随着经济增长在2008年全球经济衰退得带动下已经开始软化,银行预计将在一个比以前更加困难的经济形势下探索。
本文的目的不是要评价银行业改革对银行业绩的影响,这在一个完整的信贷周期后更好解决。
相反,我们的目标是通过审查改革的进展和银行改革战略,并分析其近期改革后的强劲的财务表现,但是这不能完全从迄今所进行的改革努力分离。
本文有三个部分。
在第二节中,我们回顾了中国的大型国有银行改革的战略,以及其执行情况,这是中国银行业改革的主要目标。
第三节中分析了2007年的财务表现集中在那些在市场上拥有浮动股份的四大国有商业银行:中国工商银行(工商银行),中国建设银行(建行),对中国银行(中银)和交通银行(交通银行)。
引人注目的是中国农业银行,它仍然处于重组上市过程中得适当时候的后期。
第四节总结一个对银行绩效评估。
环境工程外文翻译外文原文
12Oxidation DitchNazih K.Shammas and Lawrence K.WangC ONTENTSI NTRODUCTIONP ROCESS D ESCRIPTIONA PPLICABILITYA DVANTAGES AND D ISADVANTAGESD ESIGN C RITERIAP ERFORMANCEP ACKAGE O XIDATION D ITCH P LANTSO PERATION AND M AINTENANCED ESIGN C ONSIDERATIONSC OSTSD ESIGNE XAMPLEN OMENCLATURER EFERENCESA PPENDIXAbstract An oxidation ditch is a modified activated sludge biological treatment process that uses long solids retention times(SRTs)to remove biodegradable organics.The typical oxidation ditch is equipped with aeration rotors or brushes that provide aeration and circula-tion.The wastewater moves through the ditch at1to2ft/s.The ditch may be designed for continuous or intermittent operation.Because of this feature,this process may be adaptable to thefluctuations inflows and loadings associated with recreation area wastewater production. Several manufacturers have developed modifications to the oxidation ditch design to remove nutrients in conditions cycled or phased between the anoxic and aerobic states.This chapter covers all aspects of the process including process description,applicability, design criteria,performance,package oxidation ditch plants,operation and maintenance, design parameters and procedure,costs and a worked out design example.From:Handbook of Environmental Engineering,Volume8:Biological Treatment ProcessesEdited by:L.K.Wang et al.c The Humana Press,Totowa,NJ513514N.K.Shammas and L.K.Wang Key Words Oxidation ditch r wastewater treatment r rotors r BOD r nutrients removal r design procedure r costs.1.INTRODUCTIONThe oxidation ditch,developed in the Netherlands,is a variation of the extended aeration process that has been used in small towns,isolated communities,and institutions in Europe and the United States.The typical oxidation ditch(Figure12.1)is equipped with aeration rotors or brushes that provide aeration and circulation.The wastewater moves through the ditch at1to2ft/s.The ditch may be designed for continuous or intermittent operation. Because of this feature,this process may be adaptable to thefluctuations inflows and loadings associated with recreation area wastewater production(1).2.PROCESS DESCRIPTIONAn oxidation ditch is a modified activated sludge biological treatment process that uses long solids retention times(SRTs)to remove biodegradable organics.Oxidation ditches are typically complete mix systems,but they can be modified to approach plugflow conditions. Typical oxidation ditch treatment systems consist of a single or multichannel configuration within a ring or oval basin.As a result,oxidation ditches are called“racetrack type”reactors (2).Horizontally or vertically mounted aerators provide circulation,oxygen transfer,and aeration in the ditch.The cross-sectional area of the ditch is commonly4ft to6ft deep,with 45◦sloping sidewalls.Oxidation ditch systems with depths of10ft or more with vertical sidewalls and vertical shaft aerators may also be used.Ditches may be constructed of various materials,including concrete,gunite,asphalt,or impervious membranes.Concrete is the most common.L-and horseshoe-shaped configurations have been constructed to maximize land usage(3).Preliminary treatment,such as bar screens and grit removal,normally precedes the oxida-tion ditch.Primary settling before an oxidation ditch is sometimes practiced,but is not typicaleffluentin this design.Tertiaryfilters may be required after clarification,depending on theSettlingTankFig.12.1.Typical oxidation ditchflow diagram(1).Ditch 515requirements.Disinfection isrequired and reaeration may be necessary before final discharge.Flow to the oxidation ditch is aerated and mixed with return sludge from a secondary clarifier.A typical process flow diagram for an activated sludge plant using an oxidation ditch is shown in Figure 12.1.Surface aerators,such as brush rotors,disc aerators,draft tube aerators,or fine bubble diffusers are used to circulate the mixed liquor.The mixing process entrains oxygen into the mixed liquor to foster microbial growth and the motive velocity ensures contact of microorganisms with the incoming wastewater.The aeration sharply increases the dissolved oxygen (DO)concentration but decreases as biomass uptake oxygen as the mixed liquor travels through the ditch.Solids are maintained in suspension as the mixed liquor circulates around the ditch.If design SRTs are selected for nitrification,a high degree of nitrification will occur.Oxidation ditch effluent is usually settled in a separate secondary clarifier.An anaerobic tank may be added before the ditch to enhance biological phosphorus removal.An oxidation ditch may also be operated to achieve denitrification.One of the common design modifications for enhanced nitrogen removal is known as the Modified Ludzack-Ettinger (MLE)process (2,4–8).In this process,illustrated in Figure 12.2,an anoxic tank is added upstream of the ditch along with mixed liquor recirculation from the aerobic zone to the tank to achieve higher levels of denitrification.In the aerobic basin,autotrophic bacteria (nitrifiers)convert ammonia-nitrogen to nitrite-nitrogen and then to nitrate-nitrogen.In the anoxic zone,heterotrophic bacteria convert nitrate-nitrogen to nitrogen gas which is released to the atmosphere.Some mixed liquor from the aerobic basin is recirculated to the anoxic zone to provide the mixed liquor with a high-concentration of nitrate-nitrogen to the anoxic zone.Several manufacturers have developed modifications to the oxidation ditch design to remove nutrients in conditions cycled or phased between the anoxic and aerobic states.Although the mechanics of operation differ by manufacturer,in general,the process consists of two separate aeration basins,the first anoxic and the second aerobic.Wastewater and return activated sludge (RAS)are introduced into the first reactor which operates under anoxic conditions.Mixed liquor then flows into the second reactor operating under aerobicSludge Mixed Liquor RecirculationFig.12.2.The modified Ludzack-Ettinger process (2).516N.K.Shammas and L.K.Wang conditions.The process is then reversed and the second reactor begins to operate under anoxic conditions(2).Another proposed configuration(9)is to obtain nitrification in the region just downstream of the brush aerators which is aerobic.As the liquor travels downstream and the oxygen is consumed,an anaerobic zone is formed.By routing a small portion of the raw sewage influent (as a carbon source)to this zone,denitrification occurs.The mixed liquor then contacts another brush aerator so that the organic nitrogen produced by the denitrifying bacteria is oxidized. The number of anaerobic zones and aerators required is a design parameter that depends on the capacity and loading of the plant.3.APPLICABILITYThe oxidation ditch process is a fully demonstrated secondary wastewater treatment technology,applicable in any situation where activated sludge treatment(conventional or extended aeration)is appropriate(10).Oxidation ditches are applicable in plants that require nitrification because the basins can be sized using an appropriate SRT to achieve nitri-fication at the mixed liquor minimum temperature(11).This technology is very effec-tive in small installations(wastewaterflows between0.1and10MGD),small communi-ties,and isolated institutions,because it requires more land than conventional treatment plants(2,3).The oxidation process as mentioned previously,originated in the Netherlands,with the first full scale plant installed in V oorschoten,Holland,in1954.By the end of the century more than9200municipal oxidation ditch installations were operational in the United States (12).Nitrification to less than1mg/L ammonia-nitrogen consistently occurs when ditches are designed and operated for nitrogen removal.Today,a complete biological treatment system can be provided with a single oxidation ditch system.The oxidation ditch structure can be constructed with only a single aerator and an intrachannel clarifier.By incorporating denitrification within a channel of the oxidation ditch,alternating oxic/anoxic conditions can be created which will effectively reduce nitrogen concentrations to the desired low levels to meet the effluent discharge regulations(13).Double or triple concentric ditch arrangement allows for variation in dissolved oxygen levels resulting in conditions that are favorable for the biomass to remove nitrogen and phosphorus(14).4.ADV ANTAGES AND DISADV ANTAGESThe main advantage of the oxidation ditch is the ability to achieve removal performance objectives with low operational requirements and operation and maintenance costs.Some specific advantages of oxidation ditches include(2):(a)An added measure of reliability and performance over other biological processes owing to aconstant water level and continuous discharge which lowers the weir overflow rate and eliminates the periodic effluent surge common to other biological processes,such as SBRs.(b)Long hydraulic retention time and complete mixing minimize the impact of a shock load orhydraulic surge.Oxidation Ditch517 (c)Produces less sludge than other biological treatment processes owing to extended biologicalactivity during the activated sludge process.(d)Energy efficient operations result in reduced energy costs compared with other biologicaltreatment processes.The disadvantages include:(a)Effluent suspended solids concentrations are relatively high compared to other modifications ofthe activated sludge process.(b)Requires a larger land area than other activated sludge treatment options.This can prove costly,limiting the feasibility of oxidation ditches in urban,suburban,or other areas where land acquisition costs are relatively high.5.DESIGN CRITERIAOxidation ditches are commonly constructed using reinforced concrete,although gunite, asphalt,butyl rubber,and clay have also been used.Impervious materials are usually used to prevent erosion.The ditches are usually4to6ft deep with45degrees or vertical sidewalls(3).Screened wastewater enters the ditch,is aerated,and circulates at about0.25to0.35m/s (0.8to1.2ft/s)to maintain the solids in suspension(15).The RAS recycle ratio is from75 to150%,and the mixed liquor suspended solids(MLSS)concentration ranges from1500 to5000mg/L(15).The oxygen transfer efficiency of oxidation ditches ranges from2.5to 3.5lb/hp-h(2,16).The design criteria are affected by the influent wastewater parameters and the required effluent characteristics,including the decision or requirement to achieve nitrification,deni-trification,and/or biological phosphorus removal.Specific design parameters for oxidation ditches include(2).5.1.Solids Retention Time(SRT)Oxidation ditch volume is sized based on the required SRT to meet effluent quality require-ments.The SRT is selected as a function of nitrification requirements and the minimum mixed liquor temperature.Design SRT values vary from4to48or more days(2,3).Typical SRTs required for nitrification range from12to24days.5.2.BOD LoadingBOD loading rates vary from less than160mg/L/d(10lb/1000ft3/d)to more than 800mg/L/d(50lb/1000ft3/d)(2,3).A BOD loading rate of240mg/L/d(15lb/1000ft3/d) is commonly used as a design loading rate.However,the BOD loading rate is not typically used to determine whether or not nitrification occurs.5.3.Hydraulic Retention TimeAlthough rarely used as a basis for oxidation ditch design,hydraulic retention times(HRTs) within the oxidation ditch range from6to30hours for most municipal wastewater treatment plants(2,3).518N.K.Shammas and L.K.Wang6.PERFORMANCEAs fully demonstrated secondary treatment processes,oxidation ditch processes are readily adaptable for nitrification and denitrification.As part of an evaluation of oxidation ditches for nutrient removal(17),performance data were collected from17oxidation ditch plants. The average designflow for these plants varied between378and45,425m3/d(0.1to12 MGD).The average performance of these plants indicates that oxidation ditches achieveBOD,suspended solids,and ammonia nitrogen removal of greater than90%.Likewise, US EPA reported nitrogen removals of greater than90%from several oxidation ditch processes(2).It should be kept in mind that to be able to achieve such high nitrogen removals,it is imperative to have continuous plant supervision and skilled operation.This is essential for assuring full control of the dissolved oxygen(DO)profile in the oxidation ditch system. Several modeling techniques have been proposed to help for DO control and to perform real time predictions of performance(18,19).The following sections discuss the performance of two recently designed oxidation ditch facilities.6.1.Casa Grande Water Reclamation FacilityThe City of Casa Grande,Arizona,Water Reclamation Facility began operation in February 1996.The system was designed to treat a wastewaterflow of15,142m3/d(4.0MGD)and uses an anoxic zone preceding the aerobic zone of each train to provide denitrification.With influent design parameters of270mg/L BOD,300mg/L TSS,and45mg/L TKN,the plant has consistently achieved effluent objectives of10mg/L BOD,15mg/L TSS,1.0mg/L ammonia, and5.0mg/L nitrate-nitrogen.Table12.1summarizes the plant’s performance between July 1997and July1999(20).6.2.Edgartown,Massachusetts WWTPThe Edgartown,Massachusetts WWTP,located on the island of Martha’s Vineyard,is designed to treat757m3/d(0.20MGD)in the winter months and2,839m3/d(0.75MGD) in the summer.Two oxidation basins are installed and the plant has achieved performance objectives since opening.Table12.2summarizes average monthly influent,effluent and percent removal data(21).Table12.1Performance of Casa Grande,AZ WWTP aParameter BOD TSS Total NInfluent,average monthly value,mg/L22620735Effluent,average monthly value,mg/L952Removal,%969794a Data adapted from ref.20.Oxidation Ditch519Table 12.2Performance of Edgartown,MA WWTP aParameterBOD TSS Total N Influent,average monthly value,mg/L23820227Effluent,average monthly value,mg/L352Removal,%999792a Data adapted from ref.21.7.PACKAGE OXIDATION DITCH PLANTSPackage plants are premanufactured treatment facilities used to treat wastewater in small communities.Package plants are usually designed by manufacturers to treat flows as low as 0.002MGD to as high as 0.5MGD (22,23).7.1.DescriptionPackage oxidation ditches are typically manufactured in sizes that treat wastewater flow rates between 0.01and 0.5MGD.As seen in Figure 12.3,raw wastewater is first screened before entering the oxidation ditch.Depending on the system size and manufacturer type,a grit chamber may be required.Once inside the ditch,the wastewater is aerated with mechanical surface or submersible aerators (depending on manufacturer design)that pro-pel the mixed liquor around the channel at velocities high enough to prevent solids depo-sition.The aerator ensures that there is sufficient oxygen in the fluid for the microbes and adequate mixing to ensure constant contact between the organisms and the food supply (24).Treated sewage moves to the settling tank or final clarifier,where the biosolids and water separate.Wastewater then moves to other treatment processes while sludge is removed.Part of it is returned to the ditch as RAS,while the rest is removed from the process as the waste activated sludge (WAS).WAS is wasted either continuously or daily and must be stabilized before disposal or beneficialreuse.Disinfection Clarification Screening/Grinding Oxidation Ditch Fig.12.3.Package oxidation ditch plant (22).520N.K.Shammas and L.K.Wang7.2.ApplicabilityIn general,package treatment plants are applicable for areas with a limited number of people and small wastewaterflows.They are most often used in remote locations such as trailer parks,highway rest areas,and rural areas.Oxidation ditches are suitable for facilities that require nutrient removal,have limitations owing to the nature of the site,or want a biological system that saves energy with limited use of chemicals unless required for further treatment.Oxidation ditch technology can be used to treat any type of wastewater that is responsive to aerobic degradation.In addition,systems can be designed for denitrification and phosphorous removal.Types of industries using oxidation ditches include:food processing,meat and poultry packing,breweries,pharmaceutical,milk processing,petrochemical,and numerous other types.Oxidation ditches are particularly useful for schools,small industries,housing developments,and small communities.Ultimately,this technology is most applicable for places that have a large amount of land available(22).7.3.Advantages and DisadvantagesSome advantages of package oxidation ditch plants are listed below(22):(a)Systems are well-suited for treating typical domestic waste,have moderate energy requirements,and work effectively under most types of weather.(b)Oxidation ditches provide an inexpensive wastewater treatment option with both low operationand maintenance costs and operational needs.(c)Systems can be used with or without clarifiers,which affectsflexibility and cost.(d)Systems consistently provide high quality effluent in terms of TSS,BOD,and ammonia levels.(e)Oxidation ditches have a relatively low sludge yield,require a moderate amount of operator skill,and are capable of handling shock and hydraulic loadings.The disadvantages include:(a)Oxidation ditches can be noisy owing to mixer/aeration equipment,and tend to produce odorswhen not operated correctly.(b)Biological treatment is unable to treat highly toxic waste streams.(c)Systems have a relatively large footprint.(d)Systems have lessflexibility should regulations for effluent requirements change.7.4.Design CriteriaKey components of a typical oxidation ditch include a screening device,an influent dis-tributor(with some systems),a basin or channel,aeration devices(mechanical aerators,jet mixers,or diffusers,depending on the manufacturer),a settling tank orfinal clarifier(with some systems),and an RAS system(with some systems).These components are often built to share a common wall to reduce costs and save space.Concrete tanks are typically used when installing package plant oxidation ditches.This results in lower maintenance costs as concrete tanks do not require periodic repainting or sand blasting.Fabricated steel or a combination of steel and concrete can also be used for construction,depending on site conditions(24).Oxidation Ditch521 Table12.3Design criteria for package oxidation ditch plants(22)Parameter Design valueBOD loading(F/M),lb BOD5/lb MLVSS0.05–0.30Average oxygen requirement(@20◦C),lb/lb BOD5applied2–3Peak Oxygen requirement(@20◦C),lb/lb BOD5applied 1.5–2.0MLSS,mg/L3000–6000Detention time,h18–36V olumetric loading,lb BOD5/1,000ft35–30Table12.4Package oxidation ditch plants performance(22)Typical Effluent Quality Ocoee WWTPWith2◦Clarifier With Filter%Removal Effluent CBOD,mg/L0.105>97 4.8TSS,mg/L0.105>970.32TP,mg/L21NA NAN-NO3,mg/L NA NA>950.25 2◦=Secondary,NA=Not applicable.Table12.3lists typical design parameters for package oxidation ditch plants.The volume of the oxidation ditch is determined based on influent wastewater characteristics,effluent discharge requirements,HRT,SRT,temperature,mixed liquor suspended solids(MLSS),and pH.It may be necessary to include other site specific parameters to design the oxidation ditch as well.Some oxidation ditches do not initially require clarifiers,but can later be upgraded and expanded by adding clarifiers,changing the type of process used,or adding additional ditches(25).7.5.PerformanceAlthough the manufacturer’s design may vary,most oxidation ditches typically achieve the effluent limitations listed in Table12.4.Denitrifying oxidation ditches are capable of extremely high efficiencies.With modifications,some oxidation ditches can achieve TN removal to5mg/L.The3MGD oxidation ditch in Stonybrook,New York regularly maintains 97%nitrogen removal efficiency(9).Currently,the wastewater treatment plant in Ocoee,Florida accepts an averageflow of 1.1to1.2MGD.The city chose to use an oxidation ditch because it was an easy tech-nology for the plant staff to understand and implement.The facility is also designed for denitrification without the use of chemical additives.Nitrate levels consistently test at0.8to 1.0mg/L with limits of12mg/L(26).Table12.4indicates how well the Ocoee oxidation ditch performs.522N.K.Shammas and L.K.Wang Table12.5Costs for package oxidation ditch plants∗(22)Flow range,MGD Budget price,USD Budget cost,USD/gal0.00–0.0396,000 6.390.03–0.06109,100 2.420.06–1.10116,3000.211.10–1.70126,5000.101.70–2.50138,1000.07∗Dollars values adjusted form original1999(Cost Index=460.16)to2008(Cost Index=552.16);(Appendix A.extracted from US Army Corps of EngineersRef.27).7.6.CostsTable12.5lists budget cost estimates for various sizes of oxidation ditches(22).Operation and maintenance costs for oxidation ditches are significantly lower than other secondary treatment processes.In comparison to other treatment technologies,energy requirements are low,operator attention is minimal,and chemical addition is not required.8.OPERATION AND MAINTENANCEOxidation ditches require relatively little maintenance compared to other secondary treat-ment processes.No chemicals are required in most applications,but metal salts can be added to enhance phosphorus removal.8.1.Residuals GeneratedPrimary sludge is produced if primary clarifiers precede the oxidation ditch.Sludge produc-tion for the oxidation ditch process ranges from0.2to0.85kg TSS/kg(0.2to0.85lb TSS/lb) BOD applied(28).Typical sludge production is0.65kg TSS/kg of BOD(0.65lb TSS/lb of BOD).This is less than conventional activated sludge facilities because of long SRTs.8.2.Operating ParametersThe oxygen coefficient for BOD removal varies with temperature and SRT.Typical oxygen requirements range from1.1to1.5kg of O2per kg of BOD removed(1.1to1.5lb of O2per lb of BOD removed)and4.57kg O2/kg TKN oxidized(4.57lb O2/lb TKN oxidized)(17). Oxygen transfer efficiency ranges from2.5to3.5lb/hp-h(16).9.DESIGN CONSIDERATIONS9.1.Input DataThe following data forflows and influent and effluent characteristics shall be provided(1): (a)Wastewaterflow(average and peak).In case of high variability,a statistical distribution shouldbe provided.(b)Wastewater strength1.BOD5(soluble and total),mg/L2.COD and/or TOC(maximum and minimum),mg/L3.Suspended solids,mg/L4.V olatile suspended solids,mg/L5.Nonbiodegradable fraction of VSS,mg/L(c)Other characteristics1.pH2.Acidity and/or alkalinity,mg/L3.Nitrogen,mg/L(NH3or Kjeldahl)4.Phosphorus(total and soluble),mg/L5.Oils and greases,mg/L6.Heavy metals,mg/L7.Toxic or special characteristics(e.g.,phenols),mg/L8.Temperature,◦F or◦C(d)Effluent quality requirements1.BOD5,mg/L2.SS,mg/LN,mg/L4.P,mg/L9.2.Design Parameters(a)Eckenfelder reaction rate constants and coefficientsk=0.0007to0.002L/mg/h1.a=0.732.a =0.523.b=0.075/d4.b =0.15/d5.a o=0.77a=0.566.f=0.1407.f =0.53(b)F/M=0.03−0.1(c)V olumetric loading=10to40(d)t=18to36h(e)t s=20to30d(f)MLSS=4000to8000mg/L(mean=6000mg/L)(g)MLVSS=2800to5600mg/L(h)Q r/Q=0.5to1.0(i)lb O2/lb BOD r≥1.5(j)lb solids/lb BOD r≤0.2.(k)θ=1.0to1.03(l)Efficiency≥90%9.3.Design ProcedureThe following is a guide line that summarizes the design procedure(Eckenfelder Method) for an oxidation ditch(1,29–35)(a)Assume the following design parameters when known.1.Fraction of BOD synthesized(a)2.Fraction of BOD oxidized for energy(a )3.Endogenous respiration rate(b and b )4.Fraction of BOD5synthesized to degradable solids(a o)5.Nonbiodegradable fraction of VSS in influent(f)6.Mixed liquor suspended solids(MLSS)7.Mixed liquor volatile suspended solids(MLVSS)8.Temperature correction coefficient(θ)9.Degradable fraction of the MLVSS(x )10.Food-to-microorganism ratio(F/M)11.Effluent soluble BOD5(S e)(b)Adjust the BOD removal rate constant for temperaturek T=k20θ(T−20)(1)wherek T=rate constant for desired temperaturek20=rate constant at20◦Cθ=temperature correction coefficientT=temperature,◦C(c)Determine the size of the aeration tankV=a o(S o−S e)Q avg/X V f b(2)whereV=aeration tank volume,MGa o=fraction of BOD5synthesized to degradable solidsS o=influent BOD5,mg/LS e=effluent soluble BOD5,mg/LQ avg=Average wasteflow,MGDX V=MLVSS,mg/Lf =degradable fraction of the MLVSSb=endogenous respiration rate,1/d(d)Calculate the detention timet=(V/Q)24(3)wheret=detention time,hV=volume,MGQ=flow,MGD(e)Assume the organic loading and calculate detention timet=(24S o)/X V(F/M)(4) wheret=detention time,hS o=influent BOD5,mg/LX V=volatile solids in raw sludge,mg/LF/M=organic loading(food-to-microorganism ratio)and select the larger of two detention times from d or e above(f)Determine the oxygen requirements allowing60%for nitrification during summerO2=[a S r Q avg+b X V V+0.6(4.57)(TKN)(Q avg)](8.34)(5)whereO2=oxygen required,lb/da =fraction of BOD oxidized for energyS r=BOD5removed,mg/LQ avg=average wasteflow,MGDb =endogenous respiration rate,1/dX V=MLVSS,mg/LV=aeration tank volume,MG4.57=parts oxygen required per part TKNTKN=total Kjeldahl nitrogen,mg/L(g)calculate oxygen requirement per lb BOD r(it should be≥1.5)lbO2/lb BOD r=O2/Q avg S r(8.34)(6)whereO2=oxygen required,lb/dQ avg=average wastewaterflow,MGDS r=BOD5removed,mg/L(h)Calculate sludge productionX V=8.34[a(S r)(Q)−(b)(X V)(V)−Q(SS)eff+Q(VSS)f +Q(SS−VSS)](7)whereX V volatile sludge produced,lb/da=fraction of BOD synthesizedS r=BOD5removed,mg/LQ=average wastewaterflow,MGDb=endogenous respiration rate,1/dX V=volatile solids in raw sludge,mg/LV=aeration tank volume,MG(SS)eff=effluent suspended solids,mg/LVSS=volatile suspended solids in influent,mg/Lf =degradable fraction of the MLVSSSS=suspended solids in influent,mg/L(i)Calculate solids produced per pound of BOD removed(it should be≥1.5)lb solids/lb BOD r= X V/Q(S o−S e)8.34(8)whereX V=volatile sludge produced,lb/dQ=wasteflow,MGDS o=influent BOD5,mg/LS e=effluent soluble BOD5,mg/L(j)Calculate the solids retention timet s=X a V(8.34)/ X V(9)wheret s=solids retention time,dX a=MLSS,mg/LV=volume of aeration tank,MGX V=volatile sludge produced,lb/d(k)Determine the effluent soluble BOD5S e/S o=1/1+k X V t(10)whereS e=soluble effluent BOD,mg/LS o=influent BOD5,mg/Lk=rate constant,L/mg/hX V=MLVSS,mg/Lt=aeration time,h(l)Calculate sludge recycle ratioQ r/Q avg=X a/X u−X a(11)whereQ r=volume of recycled sludge,MGDQ avg=averageflow,MGDX a=MLSS,mg/LX u=suspended solids concentration in returned sludge,mg/L(m)Calculate the nutrient requirements for nitrogen and PhosphorusN=0.123 X V(12)P=0.026 X V(13)where∆X V=sludge produced,lb/d9.4.Output Data(a)Aeration Tank(1)1.Reaction rate constant,L/mg/h2.Sludge produced per BOD removed3.Endogenous respiration rate(b,b )4.O2used per BOD removed5.Influent nonbiodegradable VSS6.Effluent degradable VSS7.lb BOD/lb MLSS-d(F/M)8.Mixed liquor suspended solids(MLSS),mg/L9.Mixed liquor volatile suspended solids(MLVSS),mg/L10.Aeration time,h11.V olume of aeration tank,MG12.Oxygen required,lb/d13.Sludge produced,lb/d14.Nitrogen requirement,lb/d15.Phosphorus requirement,lb/d16.Sludge recycle ratio17.Solids retention time,d(b)Mechanical Aeration System1.Standard transfer efficiency,lb O2/hp-h2.Operating transfer efficiency,lb O2/hp-h3.Horsepower required,hp(c)Diffused Aeration System1.Standard transfer efficiency,%2.Operating efficiency,%3.Required airflow,cfm/1000ft310.COSTSThe basin volume and footprint required for oxidation ditch plants have traditionally been very large compared with other secondary treatment rger footprints result in higher capital costs,especially in urbanized locations where available land is very expensive. Vertical reactors,in which processflow travels downward through the reactor,are generally more expensive than traditional horizontal reactors.However,because they require less land than more conventional horizontal reactors,they can significantly reduce overall capital costs where land costs are high.The cost of an oxidation ditch plant varies depending on treatment capacity size,design effluent limitations,land cost,local construction costs,and other site specific factors.Con-struction capital costs for ten plants were evaluated by US EPA in1991(17),with construction costs,in2008Dollars,ranging from USD0.73to4.46/L/d(USD2.76to16.87/gpd)treated. The cost values have been adjusted from the original1991(Cost Index392.35)to2008(Cost Index552.16)using the Utilities Cost index(Appendix A.Ref.27).Recent information obtained from manufacturers on facilities ranging3,785to25,740m3/d (1.0MGD to6.8MGD)indicates that construction capital costs(adjusted from original1999 to2008Dollars)of oxidation ditch plants range from USD0.80to1.32/L/d(USD3.00to 4.80/gpd).For example,the Blue Heron Water Reclamation Facility in Titusville,Florida(36) a15,142m3/d(4.0MGD)oxidation ditch and sludge handling facility which began operation in1996,was constructed for about USD0.96/L/d(USD3.60/gpd).The facility features a multi-stage biological nutrient removal process and a sophisticated Supervisory Control and Data Acquisition System(SCADA)control system.。
外文文献翻译译稿和原文【范本模板】
外文文献翻译译稿1卡尔曼滤波的一个典型实例是从一组有限的,包含噪声的,通过对物体位置的观察序列(可能有偏差)预测出物体的位置的坐标及速度。
在很多工程应用(如雷达、计算机视觉)中都可以找到它的身影。
同时,卡尔曼滤波也是控制理论以及控制系统工程中的一个重要课题。
例如,对于雷达来说,人们感兴趣的是其能够跟踪目标.但目标的位置、速度、加速度的测量值往往在任何时候都有噪声。
卡尔曼滤波利用目标的动态信息,设法去掉噪声的影响,得到一个关于目标位置的好的估计.这个估计可以是对当前目标位置的估计(滤波),也可以是对于将来位置的估计(预测),也可以是对过去位置的估计(插值或平滑).命名[编辑]这种滤波方法以它的发明者鲁道夫。
E。
卡尔曼(Rudolph E. Kalman)命名,但是根据文献可知实际上Peter Swerling在更早之前就提出了一种类似的算法。
斯坦利。
施密特(Stanley Schmidt)首次实现了卡尔曼滤波器。
卡尔曼在NASA埃姆斯研究中心访问时,发现他的方法对于解决阿波罗计划的轨道预测很有用,后来阿波罗飞船的导航电脑便使用了这种滤波器。
关于这种滤波器的论文由Swerling(1958)、Kalman (1960)与Kalman and Bucy(1961)发表。
目前,卡尔曼滤波已经有很多不同的实现.卡尔曼最初提出的形式现在一般称为简单卡尔曼滤波器。
除此以外,还有施密特扩展滤波器、信息滤波器以及很多Bierman, Thornton开发的平方根滤波器的变种.也许最常见的卡尔曼滤波器是锁相环,它在收音机、计算机和几乎任何视频或通讯设备中广泛存在。
以下的讨论需要线性代数以及概率论的一般知识。
卡尔曼滤波建立在线性代数和隐马尔可夫模型(hidden Markov model)上.其基本动态系统可以用一个马尔可夫链表示,该马尔可夫链建立在一个被高斯噪声(即正态分布的噪声)干扰的线性算子上的。
系统的状态可以用一个元素为实数的向量表示.随着离散时间的每一个增加,这个线性算子就会作用在当前状态上,产生一个新的状态,并也会带入一些噪声,同时系统的一些已知的控制器的控制信息也会被加入。
外文翻译--创业板市场
外文文献翻译译文一、外文原文原文:China's Second BoardI. Significance of and events leading to the establishment of a Second BoardOn 31 March 2009 the China Securities Regulatory Commission (CSRC issued Interim Measures on the Administration of Initial Public Offerings and Listings of Shares on the ChiNext [i.e., the Second Board, also called the Growth Enterprise Market] ("Interim Measures"), which came into force on 1 May 2009. This marked the creation by the Shenzhen Stock Exchange of the long-awaited market for venture businesses. As the original plan to establish such a market in 2001 had come to nothing when the dotcom bubble burst, the market's final opening came after a delay of nearly 10 years.Ever since the 1980s, when the Chinese government began to foster the development of science and technology, venture capital has been seen in China as a means of supporting the development of high-tech companies financially. The aim, as can be seen from the name of the 1996 Law of the People's Republic of China on Promoting the Conversion of Scientific and Technological Findings into Productivity ,was to support the commercialization of scientific and technological developments. Venture capital funds developed gradually in the late 1990s, and between then and 2000 it looked increasingly likely that a Second Board would be established. When the CSRC published a draft plan for this in September 2000, the stage was set. However, when the dotcom bubble (and especially the NASDAQ bubble) burst, this plan was shelved. Also, Chinese investors and venture capitalists were probably not quite ready for such a move.As a result, Chinese venture businesses sought to list on overseas markets (a so-called "red chip listing") from the late 1990s. However, as these listings increased, so did the criticism that valuable Chinese assets were being siphoned overseas.On thepolicy front, in 2004 the State Council published Some Opinions on Reform, Opening and Steady Growth of Capital Markets ("the Nine Opinions"), in which the concept of a "multi-tier capital market" was presented for the first time. A first step in this direction was made in the same year, when an SME Board was established as part of the Main Board. Although there appear to have been plans to eventually relax the SME Board's listing requirements, which were the same as those for companies listed on the Main Board, and to make it a market especially for venture businesses, it was decided to establish a separate market (the Second Board) for this purpose and to learn from the experience of the SME Board.As well as being part of the process of creating a multi-tier capital market, the establishment of the Second Board was one of the measures included in the policy document Several Opinions of the General Office of the State Council on Providing Financing Support for Economic Development ("the 30 Financial Measures"), published in December 2008 in response to the global financial crisis and intended as a way of making it easier for SMEs to raise capital.It goes without saying that the creation of the Second Board was also an important development in that it gives private equity funds the opportunity to exit their investments. The absence of such an exit had been a disincentive to such investment, with most funds looking for a red chip listing as a way of exiting their investments. However, with surplus savings at home, the Chinese authorities began to encourage companies to raise capital on the domestic market rather than overseas. This led, in September 2006, to a rule making it more difficult for Chinese venture businesses to list their shares on overseas markets. The corollary of this was that it increased the need for a means whereby Chinese private equity funds could exit their investments at an early opportunity and on their own market. The creation of the Second Board was therefore a belated response to this need.II. Rules and regulations governing the establishment of the Second BoardWe now take a closer look at some of the rules and regulations governing the establishment of the Second Board.First , the Interim Measures on the Administration of Initial Public Offerings andListings of Shares on the ChiNext, issued by the CSRC on 31 March 2009 with effect from 1 May 2009. The Interim Measures consist of six chapters and 58 articles, stipulating issue terms and procedures, disclosure requirements, regulatory procedures, and legal responsibilities.First, the General Provisions chapter. The first thing this says (Article 1) is: "These Measures are formulated for the purposes of promoting the development of innovative enterprises and other growing start-ups" This shows that one of the main listing criteria is a company's technological innovativeness and growth potential. The Chinese authorities have actually made it clear that, although the Second Board and the SME Board are both intended for SMEs of similar sizes, the Second Board is specifically intended for SMEs at the initial (rather than the growth or mature) stage of their development with a high degree of technological innovativeness and an innovative business model while the SME Board is specifically intended for companies with relatively stable earnings at the mature stage of their development. They have also made it clear that the Second Board is not simply a "small SME Board." This suggests to us that the authorities want to see technologically innovative companies listing on the Second Board and SMEs in traditional sectors listing on the SME Board.Next, Article 7 says: "A market access system that is commensurate with the risk tolerance of investors shall be established for investors on the ChiNext and investment risk shall be fully disclosed to investors." One noteworthy feature is the adoption of the concept of the "qualified investor" in an attempt to improve risk control.Furthermore, Article 8 says: "China Securities Regulatory Commission (hereinafter, CSRC) shall, in accordance with law, examine and approve the issuer’s IPO application and supervise the issuer’s IPO activities. The stock exchange shall formulate rules in accordance with law, provide an open, fair and equitable market environment and ensure the normal operation of the ChiNext." Until the Second Board was established, it was thought by some that the stock exchange had the right to approve new issues. Under the Interim Measures, however, it is the CSRC that examines and approves applications.First, offering conditions. Article 10 stipulates four numerical conditions for companies applying for IPOs.Second, offering procedures. The Interim Measures seek to make sponsoring securities companies more responsible by requiring them to conduct due diligence investigations and make prudential judgment on the issuer’s growth and render special opinions thereon.Third, information disclosure. Article 39 of the Interim Measures stipulates that the issuer shall make a statement in its prospectus pointing out the risks of investing in Second Board companies: namely, inconsistent performance, high operational risk, and the risk of delisting. Similarly,Fourth, supervision. Articles 51 and 52 stipulate that the stock exchange (namely, the Shenzhen Stock Exchange) shall establish systems for listing, trading and delisting Second Board stocks, urge sponsors to fulfill their ongoing supervisory obligations, and establish a market risk warning system and an investor education system.1. Amendments to the Interim Measures on Securities Issuance and Listing Sponsor System and the Provisional Measures of the Public Offering Review Committee of the China Securities Regulatory Commission2. Rules Governing the Listing of Shares on the ChiNext of Shenzhen Stock Exchange Next, the Shenzhen Stock Exchange published Rules Governing the Listing of Shares on the ChiNext of Shenzhen Stock Exchange on 6 June (with effect from 1 July).3. Checking investor eligibility As the companies listed on the Second Board are more risky than those listed on the Main Board and are subject to more rigorous delisting rules (see above), investor protection requires that checks be made on whether Second Board shares are suitable for all those wishing to invest in them.4. Rules governing (1) application documents for listings on the ChiNext and (2) prospectuses of ChiNext companies On 20 July the CSRC published rules governing Application Documents for Initial Public Offerings and Listings of Shares on the ChiNext and Prospectuses of ChiNext Companies, and announced that it would begin processing listing applications on 26 July.III. Future developmentsAs Its purpose is to "promote the development of innovative enterprises and other growing start-ups",the Second Board enables such companies to raise capital by issuing shares. That is why its listing requirements are less demanding than those of the Main Board but also why it has various provisions to mitigate risk. For one thing, the Second Board has its own public offering review committee to check how technologically specialized applicant companies are, reflecting the importance attached to this. For another, issuers and their controlling shareholders, de facto controllers, and sponsoring securities companies are subject to more demanding accountability requirements. The key factor here is, not surprisingly, disclosure. Also, the qualified investor system is designed to mitigate the risks to retail investors.Once the rules and regulations governing the Second Board were published, the CSRC began to process listing applications from 26 July 2009. It has been reported that 108 companies initially applied. As of mid-October, 28 of these had been approved and on 30 October they were listed on the Second Board.As of 15 December, there are 46 companies whose listing application has been approved by CSRC (including the above-mentioned 28 companies). They come from a wide range of sectors, especially information technology, services, and biopharmacy. Thus far, few companies in which foreign private equity funds have a stake have applied. This is because these funds have tended to go for red-chip listings.Another point is movement between the various tiers of China's multi-tier capital market. As of early September, four companies that are traded on the new Third Board had successfully applied to list on the Second Board. As 22 new Third Board companies meet the listing requirements of the Second Board on the basis of their interim reports for the first half of fiscal 2009, a growing number of companies may transfer their listing from the new Third Board to the Second Board. We think this is likely to make the new Third Board a more attractive market for private equity investors.The applicants include companies that were in the process of applying for a listing on the SME Board. The CSRC has also made it clear that it does not see theSecond Board simply as a "small SME Board" and attaches great importance to the companies' innovativeness and growth potential. Ultimately, whether or not such risks can be mitigated will depend on whether the quality of the companies that list on the Second Board improves and disclosure requirements are strictly complied with. For example, according to the rules governing Prospectuses of ChiNext Companies, companies are required to disclose the above-mentioned supplementary agreements as a control right risk. The point is whether such requirements will be complied with.Since there is a potentially large number of high-tech companies in China in the long term, whether or not the Second Board becomes one of the world's few successful venture capital markets will depend on whether all these rules and regulations succeed in shaping its development and the way in which it is run.The authorities clearly want to avoid a situation where the Second Board attracts a large number of second-rate companies and becomes a vehicle for market abuse as it would then run the risk of becoming an illiquid market shunned by investors who have lost trust in it. Indeed, such has been the number of companies applying to list on the Second Board that some observers have expressed concern about their quality.There has also been some concern about investor protection. For example, supplementary agreements between private equity funds and issuers pose a risk to retail investors in that they may suddenly be faced with a change in the controlling shareholder. This is because such agreements can result in a transfer of shares from the founder or controlling shareholder to a private equity fund if the company fails to meet certain agreed targets or in a shareholding structure that is different from the apparent one, for example. The problem of low liquidity, which has long faced the new Third Board market, where small-cap high-tech stocks are also traded, also needs to be addressed.Meanwhile, the Second Board's Public Offering Review Committee was officially established on 14 August. It has 35 members. A breakdown reveals that the number of representatives of the CSRC and the Shenzhen Stock Exchange has been limited to three and two, respectively, to ensure that the committee has the necessary number of technology specialists. Of the remainder, 14 are accountants, six lawyers,three from the Ministry of Science and Technology, three from the China Academy of Sciences, two from investment trust companies, one from an asset evaluation agency, and one from the National Development and Reform Commission (NDRC). It has been reported that the members include specialists in the six industry fields the CSRC considers particularly important for Second Board companies (namely, new energy, new materials, biotechnology and pharmaceuticals, energy conservation and environmental protection, services and IT).Source: Takeshi Jingu.2009.“China's Second Board”. Nomura Journal of Capital Markets Winter 2009 V ol.1 No.4.pp.1-15.二、翻译文章译文:中国创业板市场一、建立创业板市场及其意义2009年3月31日中国证券监督管理委员会(以下简称“中国证监会”)发行《中国证监会管理暂行办法》,首次在创业板市场上[即,第二个板,也叫创业板市场](“暂行办法”) 公开募股,从 2009年的5月1日开始生效,这标志着深圳证券交易所市场这个人们期待已久的合资企业即将诞生。
外文翻译原文
DOI10.1007/s10711-012-9699-zORIGINAL PAPERParking garages with optimal dynamicsMeital Cohen·Barak WeissReceived:19January2011/Accepted:22January2012©Springer Science+Business Media B.V.2012Abstract We construct generalized polygons(‘parking garages’)in which the billiard flow satisfies the Veech dichotomy,although the associated translation surface obtained from the Zemlyakov–Katok unfolding is not a lattice surface.We also explain the difficulties in constructing a genuine polygon with these properties.Keywords Active vitamin D·Parathyroid hormone-related peptide·Translation surfaces·Parking garages·Veech dichotomy·BilliardsMathematics Subject Classification(2000)37E351Introduction and statement of resultsA parking garage is an immersion h:N→R2,where N is a two dimensional compact connected manifold with boundary,and h(∂N)is afinite union of linear segments.A parking garage is called rational if the group generated by the linear parts of the reflections in the boundary segments isfinite.If h is actually an embedding,the parking garage is a polygon; thus polygons form a subset of parking garages,and rationals polygons(i.e.polygons all of whose angles are rational multiples ofπ)form a subset of rational parking garages.The dynamics of the billiardflow in a rational polygon has been intensively studied for over a century;see[7]for an early example,and[5,10,13,16]for recent surveys.The defi-nition of the billiardflow on a polygon readily extends to a parking garage:on the interior of N the billiardflow is the geodesicflow on the unit tangent bundle of N(with respect to the pullback of the Euclidean metric)and at the boundary,theflow is defined by elastic reflection (angle of incidence equals the angle of return).Theflow is undefined at thefinitely many M.Cohen·B.Weiss(B)Ben Gurion University,84105Be’er Sheva,Israele-mail:barakw@math.bgu.ac.ilM.Cohene-mail:comei@bgu.ac.ilpoints of N which map to‘corners’,i.e.endpoints of boundary segments,and hence at thecountable union of codimension1submanifolds corresponding to points in the unit tangentbundle for which the corresponding geodesics eventually arrive at corners in positive or neg-ative time.Since the direction of motion of a trajectory changes at a boundary segment viaa reflection in its side,for rational parking garages,onlyfinitely many directions of motionare assumed.In other words,the phase space of the billiardflow decomposes into invarianttwo-dimensional subsets corresponding tofixing the directions of motion.Veech[12]discovered that the billiardflow in some special polygons exhibits a strikingly he found polygons for which,in any initial direction,theflow is eithercompletely periodic(all orbits are periodic),or uniquely ergodic(all orbits are equidistrib-uted).Following McMullen we will say that a polygon with these properties has optimaldynamics.We briefly summarize Veech’s strategy of proof.A standard unfolding construc-tion usually attributed to Zemlyakov and Katok[15]1,associates to any rational polygon Pa translation surface M P,such that the billiardflow on P is essentially equivalent to thestraightlineflow on M P.Associated with any translation surface M is a Fuchsian group M,now known as the Veech group of M,which is typically trivial.Veech found M and P forwhich this group is a non-arithmetic lattice in SL2(R).We will call these lattice surfaces and lattice polygons respectively.Veech investigated the SL2(R)-action on the moduli space of translation surfaces,and building on earlier work of Masur,showed that lattice surfaces haveoptimal dynamics.From this it follows that lattice polygons have optimal dynamics.This chain of reasoning remains valid if one starts with a parking garage instead of apolygon;namely,the unfolding construction associates a translation surface to a parkinggarage,and one may define a lattice parking garage in an analogous way.The arguments ofVeech then show that the billiardflow in a lattice parking garage has optimal dynamics.Thisgeneralization is not vacuous:lattice parking garages,which are not polygons,were recentlydiscovered by Bouw and Möller[2].The term‘parking garage’was coined by Möller.A natural question is whether Veech’s result admits a converse,i.e.whether non-latticepolygons or parking garages may also have optimal dynamics.In[11],Smillie and the sec-ond-named author showed that there are non-lattice translation surfaces which have optimaldynamics.However translation surfaces arising from billiards form a set of measure zero inthe moduli space of translation surfaces,and it was not clear whether the examples of[11]arise from polygons or parking garages.In this paper we show:Theorem1.1There are non-lattice parking garages with optimal dynamics.An example of such a parking garage is shown in Fig.1.Veech’s work shows that for lattice polygons,the directions in which all orbits are periodicare precisely those containing a saddle connection,i.e.a billiard path connecting corners ofthe polygon which unfold to singularities of the corresponding surface.Following Cheunget al.[3],if a polygon P has optimal dynamics,and the periodic directions coincide with thedirections of saddle connections,we will say that P satisfies strict ergodicity and topologicaldichotomy.It is not clear to us whether our example satisfies this stronger property.As weexplain in Remark3.2below,this would follow if it were known that the center of the regularn-gon is a‘connection point’in the sense of Gutkin,Hubert and Schmidt[8]for some nwhich is an odd multiple of3.Veech also showed that for a lattice polygon P,the number N P(T)of periodic strips on P of length at most T satisfies a quadratic growth estimate of the form N P(T)∼cT2for a positive constant c.As we explain in Remark3.3,our examples also satisfy such a quadratic growth estimate.1But dating back at least to Fox and Kershner[7].Fig.1A non-lattice parkinggarage with optimal dynamics.(Here 2/n represents angle 2π/n )It remains an open question whether there is a genuine polygon which has optimal dynam-ics and is not a lattice polygon.Although our results make it seem likely that such a polygon exists,in her M.Sc.thesis [4],the first-named author obtained severe restrictions on such a polygon.In particular she showed that there are no such polygons which may be constructed from any of the currently known lattice examples via the covering construction as in [11,13].We explain these results and prove a representative special case in §4.2PreliminariesIn this section we cite some results which we will need,and deduce simple consequences.For the sake of brevity we will refer the reader to [10,11,16]for definitions of translation surfaces.Suppose S 1,S 2are compact orientable surfaces and π:S 2→S 1is a branched cover.That is,πis continuous and surjective,and there is a finite 1⊂S 1,called the set of branch points ,such that for 2=π−1( 1),the restriction of πto S 2 2is a covering map of finite degree d ,and for any p ∈ 1,#π−1(p )<d .A ramification point is a point q ∈ 2for which there is a neighborhood U such that {q }=U ∩π−1(π(q ))and for all u ∈U {q },# U ∩π−1(π(u )) ≥2.If M 1,M 2are translation surfaces,a translation map is a surjective map M 2→M 1which is a translation in charts.It is a branched cover.In contrast to other authors (cf.[8,13]),we do not require that the set of branch points be distinct from the singularities of M 1,or that they be marked.It is clear that the ramification points of the cover are singularities on M 2.If M is a lattice surface,a point p ∈M is called periodic if its orbit under the group of affine automorphisms of M is finite.A point p ∈M is called a connection point if any seg-ment joining a singularity with p is contained in a saddle connection (i.e.a segment joining singularities)on M .The following proposition summarizes results discussed in [7,9–11]:Proposition 2.1(a)A non-minimal direction on a translation surface contains a saddle connection.(b)If M 1is a lattice surface,M 2→M 1is translation map with a unique branch point,then any minimal direction on M 2is uniquely ergodic.(c)If M2→M1is a translation map such that M1is a lattice surface,then all branchpoints are periodic if and only if M2is a lattice surface.(d)If M2→M1is a translation map with a unique branch point,such that M1is a latticesurface and the branch point is a connection point,then any saddle connection direction on M2is periodic.Corollary2.2Let M2→M1be a translation map such that M1is a lattice surface with a unique branch point p.Then:(1)M2has optimal dynamics.(2)If p is a connection point then M2satisfies topological dichotomy and strict ergodicity.(3)If p is not a periodic point then M2is not a lattice surface.Proof To prove(1),by(b),the minimal directions are uniquely ergodic,and we need to prove that the remaining directions are either completely periodic or uniquely ergodic. By(a),in any non-minimal direction on M2there is a saddle connectionδ,and there are three possibilities:(i)δprojects to a saddle connection on M1.(ii)δprojects to a geodesic segment connecting the branch point p to itself.(iii)δprojects to a geodesic segment connecting p to a singularity.In case(i)and(ii)since M1is a lattice surface,the direction is periodic on M1,hence on M2as well.In case(iii),there are two subcases:ifδprojects to a part of a saddle connec-tion on M1,then it is also a periodic direction.Otherwise,in light of Proposition2.1(a),the direction must be minimal in M1,and hence,by Proposition2.1(b),uniquely ergodic in M2. This proves(1).Note also that if p is a connection point then the last subcase does not arise, so all directions which are non-minimal on M2are periodic.This proves(2).Statement(3) follows from(c).We now describe the unfolding construction[7,15],extended to parking garages.Let P=(h:N→R2).An edge of P is a connected subset L of∂N such that h(L)is a straight segment and L is maximal with these properties(with respect to inclusion).A vertex of P is any point which is an endpoint of an edge.The angle at a vertex is the total interior angle, measured via the pullback of the Euclidean metric,at the vertex.By convention we always choose the positive angles.Note that for polygons,angles are less than2π,but for parking garages there is no apriori upper bound on the angle at a vertex.Since our parking garages are rational,all angles are rational multiples ofπ,and we always write them as p/q,omitting πfrom the notation.Let G P be the dihedral group generated by the linear parts of reflections in h(L),for all edges L.For the sake of brevity,if there is a reflection with linear part gfixing a line parallel to L,we will say that gfixes L.Let S be the topological space obtained from N×G P by identifying(x,g1)with(x,g2)whenever g−11g2fixes an edge containing h(x).Topologically S is a compact orientable surface,and the immersions g◦h on each N×{g}induce an atlas of charts to R2which endows S with a translation surface structure.We denote this translation surface by M P,and writeπP for the map N×G P→M P.We will be interested in a‘partial unfolding’which is a variant of this construction,in which we reflect a parking garage repeatedly around several of its edges to form a larger parking garage.Formally,suppose P=(h:N→R2)and Q=(h :N →R2)are parking garages.For ≥1,we say that P tiles Q by reflections,and that is the number of tiles,if the following holds.There are maps h 1,...h :N→N and g1,...,g ∈G P(not necessarily distinct)satisfying:(A)The h i are homeomorphisms onto their images,and N = h i (N ).(B)For each i ,the linear part of h ◦h i ◦h −1is everywhere equal to g i .(C)For each 1≤i <j ≤ ,let L i j =h i (N )∩h j (N )and L =(h i )−1(L i j ).Then (h j )−1◦h i is the identity on L ,and L is either empty,or a vertex,or an edge of P .If L is an edge then h i (N )∪h j (N )is a neighborhood of L i j.If L i j is a vertex then there is a finite set of i =i 1,i 2,...,i k =j such that h i s (N )contains a neighborhood of L i j ,and each consecutive pair h i t (N ),h i t +1(N )intersect along an edge containing L i j .V orobets [13]realized that a tiling of parking garages gives rise to a branched cover.More precisely:Proposition 2.3Suppose P tiles Q by reflections with tiles,M P ,M Q are the correspond-ing translation surfaces obtained via the unfolding construction,and G P ,G Q are the cor-responding reflection groups.Then there is a translation map M Q →M P ,such that the following hold:(1)G Q ⊂G P .(2)The branch points are contained in the G P -orbit of the vertices of P .(3)The degree of the cover is [G P :G Q ].(4)Let z ∈M P be a point which is represented (as an element of N ×{1,...,r })by(x ,k )with x a vertex in P with angle m n (where gcd (m ,n )=1).Let (y i )⊂M Q be the pre-images of z,with angles k i m n in Q .Then z is a branch point of the cover if and only if k i n for some i.Proof Assertion (1)follows from the fact that Q is tiled by P .Since this will be impor-tant in the sequel,we will describe the covering map M Q →M P in detail.We will map (x ,g )∈N ×G Q to πP (x ,gg i )∈M P ,where x =h i (x ).We now check that this map is independent of the choice of x ,i ,and descends to a well-defined map M Q →M P ,which is a translation in charts.If x =h i (x 1)=h j (x 2)then x 1=x 2since (h i )−1◦h j is the identity.If x is in the relative interior of an edge L i j thenπP (x ,gg i )=πP (x ,gg j )(1)since (gg i )−1gg j =g −1i g j fixes an edge containing h (x 1).If x 1is a vertex of P then one proves (1)by an induction on k ,where k is as in (C).This shows that the map is well-defined.We now show that it descends to a map M Q →M P .Suppose (x ,g ),(x ,g )are two points in N ×G Q which are identified in M Q ,i.e.x ∈∂N is in the relative interior of an edge fixed by g −1g .By (C)there is a unique i such that x is in the image of h i .Thus (x ,g )maps to (x ,gg i )and (x ,g )maps to (x ,g g i ),and g −1i g −1g g i fixes the edge through x =g −1i (x ).It remains to show that the map we have defined is a translation in charts.This follows immediately from the chain rule and (B).Assertion (2)is simple and left to the reader.For assertion (3)we note that M P (resp.M Q )is made of |G P |(resp. |G Q |)copies of P .The point z will be a branch point if and only if the total angle around z ∈M P differs from the total angle around one of the pre-images y i ∈M Q .The total angle at a singularity corresponding to a vertex with angle r /s (where gcd (r ,s )=1)is 2r π,thus the total angle at z is 2m πand the total angle at y i is 2k i m πgcd (k i ,n ).Assertion (4)follows.3Non-lattice dynamically optimal parking garagesIn this section we prove the following result,which immediately implies Theorem1.1: Theorem3.1Let n≥9be an odd number divisible by3,and let P be an isosceles triangle with equal angles1/n.Let Q be the parking garage made of four copies of P glued as in Fig.1, so that Q has vertices(in cyclic order)with angles1/n,2/n,3/n,(n−2)/n,2/n,3(n−2)/n. Then M P is a lattice surface and M Q→M P is a translation map with one aperiodic branchpoint.In particular Q is a non-lattice parking garage with optimal dynamics.Proof The translation surface M P is the double n-gon,one of Veech’s original examples of lattice surfaces[12].The groups G P and G Q are both equal to the dihedral group D n.Thus by Proposition2.3,the degree of the cover M Q→M P is four.Again by Proposition2.3, since n is odd and divisible by3,the only vertices which correspond to branch points are the two vertices z1,z2with angle2/n(they correspond to the case k i=2while the other vertices correspond to1or3).In the surface M P there are two points which correspond to vertices of equal angle in P(the centers of the two n-gons),and these points are known to be aperiodic [9].We need to check that z1and z2both map to the same point in M P.This follows from the fact that both are opposite the vertex z3with angle3/n,which also corresponds to the center of an n-gon,so in M P project to a point which is distinct from z3. Remark3.2As of this writing,it is not known whether the center of the regular n-gon is a connection point on the double n-gon surface.If this turns out to be the case for some n which is an odd multiple of3,then by Corollary2.2(2),our construction satisfies strict ergodicity and topological dichotomy.See[1]for some recent related results.Remark3.3Since our examples are obtained by taking branched covers over lattice surfaces, a theorem of Eskin et al.[6,Thm.8.12]shows that our examples also satisfy a quadratic growth estimate of the form N P(T)∼cT2;moreover§9of[6]explains how one may explicitly compute the constant c.4Non-lattice optimal polygons are hard tofindIn this section we present results indicating that the above considerations will not easily yield a non-lattice polygon with optimal dynamics.Isolating the properties necessary for our proof of Theorem3.1,we say that a pair of polygons(P,Q)is suitable if the following hold:•P is a lattice polygon.•P tiles Q by reflections.•The corresponding cover M Q→M P as in Proposition2.3has a unique branch point which is aperiodic.In her M.Sc.thesis at Ben Gurion University,thefirst-named author conducted an exten-sive search for a suitable pair of polygons.By Corollary2.2,such a pair will have yielded a non-lattice polygon with optimal dynamics.The search begins with a list of candidates for P,i.e.a list of currently known lattice polygons.At present,due to work of many authors, there is a fairly large list of known lattice polygons but there is no classification of all lattice polygons.In[4],the full list of lattice polygons known as of this writing is given,and the following is proved:Theorem4.1(M.Cohen)Among the list of lattice surfaces given in[4],there is no P for which there is Q such that(P,Q)is a suitable pair.The proof of Theorem4.1contains a detailed case-by-case analysis for each of the differ-ent possible P.These cases involve some common arguments which we will illustrate in this section,by proving the special case in which P is any of the obtuse triangles investigated byWard[14]:Theorem4.2For n≥4,let P=P n be the(lattice)triangle with angles1n,12n,2n−32n.Then there is no polygon Q for which(P,Q)is a suitable pair.Our proof relies on some auxiliary statements which are of independent interest.In all of them,M Q→M P is the branched cover with unique branch point corresponding to a suitable pair(P,Q).These statements are also valid in the more general case in which P,Q are parking garages.Recall that an affine automorphism of a translation surface is a homeomorphism which is linear in charts.We denote by Aff(M)the group of affine automorphisms of M and by D:Aff(M)→GL2(R)the homomorphism mapping an affine automorphism to its linear part.Note that we allow orientation-reversing affine automorphisms,i.e.detϕmay be1 or−1.We now explain how G P acts on M P by translation equivalence.LetπP:N×G P→M P and S be as in the discussion preceding Proposition2.3,and let g∈G P.Since the left action of g on G is a permutation and preserves the gluing ruleπP,the map N×G P→N×G P sending(x,g )to(x,g−1g )induces a homeomorphismϕ:S→S and g◦h◦ϕis a translation in charts.Thus g∈G P gives a translation isomorphism of M P,and similarly g∈G P gives a translation isomorphism of M Q.Lemma4.3The branch point of the cover p:M Q→M P isfixed by G Q.Proof Since G Q⊂G P,any g∈G Q induces translation isomorphisms of both M P and M Q.We denote both by g.The definition of p given in thefirst paragraph of the proof of Proposition2.3shows that p◦g=g◦p;namely both maps are induced by sending (x ,g )∈N ×G Q toπP(x,gg g i),where x =h i(x).Since the cover p has a unique branch point,any g∈G Q mustfix it. Lemma4.4If an affine automorphismϕof a translation surface has infinitely manyfixed points then Dϕfixes a nonzero vector,in its linear action on R2.Proof Suppose by contradiction that the linear action of Dϕon the plane has zero as a uniquefixed point,and let Fϕbe the set offixed points forϕ.For any x∈Fϕwhich is not a singularity,there is a chart from a neighborhood U x of x to R2with x→0,and a smaller neighborhood V x⊂U x,such thatϕ(V x)⊂U x and when expressed in this chart,ϕ|V x is given by the linear action of Dϕon the plane.In particular x is the onlyfixed point in V x. Similarly,if x∈Fϕis a singularity,then there is a neighborhood U x of x which maps to R2 via afinite branched cover ramified at x→0,such that the action ofϕin V x⊂U x covers the linear action of Dϕ.Again we see that x is the onlyfixed point in V x.By compactness wefind that Fϕisfinite,contrary to hypothesis. Lemma4.5Suppose M is a lattice surface andϕ∈Aff(M)has Dϕ=−Id.Then afixed point forϕis periodic.Proof LetF1={σ∈Aff(M):Dσ=−Id}.Thenϕ∈F1and F1isfinite,since it is a coset for the group ker D which is known to be finite.Let A⊂M be the set of points which arefixed by someσ∈F1.By Lemma4.4this is afinite set,which contains thefixed points forϕ.Thus in order to prove the Lemma,it suffices to show that A is Aff(M)-invariant.Letψ∈Aff(M),and let x∈A,so that x=σ(x)with Dσ=−Id.Since-Id is central in GL2(R),D(σψ)=D(ψσ),so there is f∈ker D such thatψσ=fσψ.Thereforeψ(x)=ψσ(x)=fσψ(x),and fσ∈F1.This proves thatψ(x)∈A.Remark4.6This improves Theorem10of[8],where a similar conclusion is obtained under the additional assumptions that M is hyperelliptic and Aff(M)is generated by elliptic ele-ments.The following are immediate consequences:Corollary4.7Suppose(P,Q)is a suitable pair.Then•−Id/∈D(G Q).•None of the angles between two edges of Q are of the form p/q with gcd(p,q)=1and q even.Proof of Theorem4.2We will suppose that Q is such that(P,Q)are a suitable pair and reach a contradiction.If n is even,then Aff(M P)contains a rotation byπwhichfixes the points in M P coming from vertices of P.Thus by Lemma4.5all vertices of P give rise to periodic points,contradicting Proposition2.1(c).So n must be odd.Let x1,x2,x3be the vertices of P with corresponding angles1/n,1/2n,(2n−3)/2n. Then x3gives rise to a singularity,hence a periodic point.Also using Lemma4.5and the rotation byπ,one sees that x2also gives rise to a periodic point.So the unique branch point must correspond to the vertex x1.The images of the vertex x1in P give rise to two regular points in M P,marked c1,c2in Fig.2.Any element of G P acts on{c1,c2}by a permutation, so by Lemma4.3,G Q must be contained in the subgroup of index twofixing both of the c i. Let e1be the edge of P opposite x1.Since the reflection in e1,or any edge which is an image of e1under G P,swaps the c i,we have:e1is not a boundary edge of Q.(2) We now claim that in Q,any vertex which corresponds to the vertex x3from P is alwaysdoubled,i.e.consists of an angle of(2n−3)/n.Indeed,for any polygon P0,the group G P0 is the dihedral group D N where N is the least common multiple of the denominators of theangles at vertices of P0.In particular it contains-Id when N is even.Writing(2n−3)/2n in reduced form we have an even denominator,and since,by Corollary4.7,−Id/∈G Q,in Q the angle at vertex x3must be multiplied by an even integer2k.Since2k(2n−3)/2n is bigger than2if k>1,and since the total angle at a vertex of a polygon is less than2π,we must have k=1,i.e.any vertex in Q corresponding to the vertex x3is always doubled.This establishes the claim.It is here that we have used the assumption that Q is a polygon and not a parking garage.Fig.2Ward’s surface,n=5Fig.3Two options to start the construction ofQThere are two possible configurations in which a vertex x3is doubled,as shown in Fig.3. The bold lines indicate lines which are external,i.e.boundary edges of Q.By(2),the con-figuration on the right cannot occur.Let us denote the polygon on the left hand side of Fig.3by Q0.It cannot be equal to Q,since it is a lattice polygon.We now enlarge Q0by adding copies of P step by step,as described in Fig.4.Without loss of generality wefirst add triangle number1.By(2),the broken line indicates a side which must be internal in Q.Therefore,we add triangle number 2.We denote the resulting polygon by Q1.One can check by computing angles,using thefact that n is odd,and using Proposition2.3(4)that the cover M Q1→M P will branch overthe points a corresponding to vertex x2.Since the allowed branching is only over the points corresponding to x1,we must have Q1 Q,so we continue the construction.Without loss of generality we add triangle number3.Again,by(2),the broken line indicates a side which must be internal in Q.Therefore,we add triangle number4,obtaining Q2.Now,using Prop-osition2.3(4)again,in the cover M Q2→M P we have branching over two vertices u andv which are both of type x1and correspond to distinct points c1and c2in M P.This implies Q2 Q.Fig.4Steps of the construction of QSince both vertices u and v are delimited by2external sides,we cannot change the angle to prevent the branching over one of these points.This means that no matter how we continue to construct Q,the branching in the cover M Q→M P will occur over at least two points—a contradiction.Acknowledgments We are grateful to Yitwah Cheung and Patrick Hooper for helpful discussions,and to the referee for a careful reading and helpful remarks which improved the presentation.This research was supported by the Israel Science Foundation and the Binational Science Foundation.References1.Arnoux,P.,Schmidt,T.:Veech surfaces with non-periodic directions in the tracefield.J.Mod.Dyn.3(4),611–629(2009)2.Bouw,I.,Möller,M.:Teichmüller curves,triangle groups,and Lyapunov exponents.Ann.Math.172,139–185(2010)3.Cheung,Y.,Hubert,P.,Masur,H.:Topological dichotomy and strict ergodicity for translation surfaces.Ergod.Theory Dyn.Syst.28,1729–1748(2008)4.Cohen,M.:Looking for a Billiard Table which is not a Lattice Polygon but satisfies the Veech dichotomy,M.Sc.thesis,Ben-Gurion University(2010)/pdf/1011.32175.DeMarco,L.:The conformal geometry of billiards.Bull.AMS48(1),33–52(2011)6.Eskin,A.,Marklof,J.,Morris,D.:Unipotentflows on the space of branched covers of Veech surfaces.Ergod.Theorm Dyn.Syst.26(1),129–162(2006)7.Fox,R.H.,Kershner,R.B.:Concerning the transitive properties of geodesics on a rational polyhe-dron.Duke Math.J.2(1),147–150(1936)8.Gutkin,E.,Hubert,P.,Schmidt,T.:Affine diffeomorphisms of translation surfaces:Periodic points,Fuchsian groups,and arithmeticity.Ann.Sci.École Norm.Sup.(4)36,847–866(2003)9.Hubert,P.,Schmidt,T.:Infinitely generated Veech groups.Duke Math.J.123(1),49–69(2004)10.Masur,H.,Tabachnikov,S.:Rational billiards andflat structures.In:Handbook of dynamical systems,vol.1A,pp.1015–1089.North-Holland,Amsterdam(2002)11.Smillie,J.,Weiss,B.:Veech dichotomy and the lattice property.Ergod.Theorm.Dyn.Syst.28,1959–1972(2008)Geom Dedicata12.Veech,W.A.:Teichmüller curves in moduli space,Eisenstein series and an application to triangularbilliards.Invent.Math.97,553–583(1989)13.V orobets,Y.:Planar structures and billiards in rational polygons:the Veech alternative.(Russian);trans-lation in Russian Math.Surveys51(5),779–817(1996)14.Ward,C.C.:Calculation of Fuchsian groups associated to billiards in a rational triangle.Ergod.TheoryDyn.Syst.18,1019–1042(1998)15.Zemlyakov,A.,Katok,A.:Topological transitivity of billiards in polygons,Math.Notes USSR Acad.Sci:18:2291–300(1975).(English translation in Math.Notes18:2760–764)16.Zorich,A.:Flat surfaces.In:Cartier,P.,Julia,B.,Moussa,P.,Vanhove,P.(eds.)Frontiers in numbertheory,physics and geometry,Springer,Berlin(2006)123。
毕业论文外文翻译范例
外文原文(一)Savigny and his Anglo-American Disciple s*M. H. HoeflichFriedrich Carl von Savigny, nobleman, law reformer, champion of the revived German professoriate, and founder of the Historical School of jurisprudence, not only helped to revolutionize the study of law and legal institutions in Germany and in other civil law countries, but also exercised a profound influence on many of the most creative jurists and legal scholars in England and the United States. Nevertheless, tracing the influence of an individual is always a difficult task. It is especially difficult as regards Savigny and the approach to law and legal sources propounded by the Historical School. This difficulty arises, in part, because Savigny was not alone in adopting this approach. Hugo, for instance, espoused quite similar ideas in Germany; George Long echoed many of these concepts in England during the 1850s, and, of course, Sir Henry Sumner Maine also espoused many of these same concepts central to historical jurisprudence in England in the 1860s and 1870s. Thus, when one looks at the doctrinal writings of British and American jurists and legal scholars in the period before 1875, it is often impossible to say with any certainty that a particular idea which sounds very much the sort of thing that might, indeed, have been derived from Savigny's works, was, in fact, so derived. It is possible, nevertheless, to trace much of the influence of Savigny and his legal writings in the United States and in Great Britain during this period with some certainty because so great was his fame and so great was the respect accorded to his published work that explicit references to him and to his work abound in the doctrinal writing of this period, as well as in actual law cases in the courts. Thus, Max Gutzwiller, in his classic study Der einfluss Savignys auf die Entwicklung des International privatrechts, was able to show how Savigny's ideas on conflict of laws influenced such English and American scholars as Story, Phillimore, Burge, and Dicey. Similarly, Andreas Schwarz, in his "Einflusse Deutscher Zivilistik im Auslande," briefly sketched Savigny's influence upon John Austin, Frederick Pollock, and James Bryce. In this article I wish to examine Savigny's influence over a broader spectrum and to draw a picture of his general fame and reputation both in Britain and in the United States as the leading Romanist, legal historian, and German legal academic of his day. The picture of this Anglo-American respect accorded to Savigny and the historical school of jurisprudence which emerges from these sources is fascinating. It sheds light not only upon Savigny’s trans-channel, trans-Atlantic fame, but also upon the extraordinarily*M.H.Hoeflich, Savigny and his Anglo-American Disciples, American Journal of Comparative Law, vol.37, No.1, 1989.cosmopolitan outlook of many of the leading American and English jurists of the time. Of course, when one sets out to trace the influence of a particular individual and his work, it is necessary to demonstrate, if possible, precisely how knowledge of the man and his work was transmitted. In the case of Savigny and his work on Roman law and ideas of historical jurisprudence, there were three principal modes of transmission. First, there was the direct influence he exercised through his contacts with American lawyers and scholars. Second, there was the influence he exercised through his books. Third, there was the influence he exerted indirectly through intermediate scholars and their works. Let us examine each mode separately.I.INFLUENCE OF THE TRANSLATED WORKSWhile American and British interest in German legal scholarship was high in the antebellum period, the number of American and English jurists who could read German fluently was relatively low. Even those who borrowed from the Germans, for instance, Joseph Story, most often had to depend upon translations. It is thus quite important that Savigny’s works were amongst the most frequently translated into English, both in the United States and in Great Britain. His most influential early work, the Vom Beruf unserer Zeitfur Rechtsgeschichte und Gestzgebung, was translated into English by Abraham Hayward and published in London in 1831. Two years earlier the first volume of his History of Roman Law in the Middle Ages was translated by Cathcart and published in Edinburgh. In 1830, as well, a French translation was published at Paris. Sir Erskine Perry's translation of Savigny's Treatise on Possession was published in London in 1848. This was followed by Archibald Brown's epitome of the treatise on possession in 1872 and Rattigan's translation of the second volume of the System as Jural Relations or the Law of Persons in 1884. Guthrie published a translation of the seventh volume of the System as Private International Law at Edinburgh in 1869. Indeed, two English translations were even published in the far flung corners of the British Raj. A translation of the first volume of the System was published by William Holloway at Madras in 1867 and the volume on possession was translated by Kelleher and published at Calcutta in 1888. Thus, the determined English-speaking scholar had ample access to Savigny's works throughout the nineteenth century.Equally important for the dissemination of Savigny's ideas were those books and articles published in English that explained and analyzed his works. A number of these must have played an important role in this process. One of the earliest of these is John Reddie's Historical Notices of the Roman law and of the Progress of its Study in Germany, published at Edinburgh in 1826. Reddie was a noted Scots jurist and held the Gottingen J.U.D. The book, significantly, is dedicated to Gustav Hugo. It is of that genre known as an external history of Roman law-not so much a history of substantive Roman legal doctrine but rather a historyof Roman legal institutions and of the study of Roman law from antiquity through the nineteenth century. It is very much a polemic for the study of Roman law and for the Historical School. It imparts to the reader the excitement of Savigny and his followers about the study of law historically and it is clear that no reader of the work could possibly be left unmoved. It is, in short, the first work of public relations in English on behalf of Savigny and his ideas.Having mentioned Reddie's promotion of Savigny and the Historical School, it is important to understand the level of excitement with which things Roman and especially Roman law were greeted during this period. Many of the finest American jurists were attracted-to use Peter Stein's term-to Roman and Civil law, but attracted in a way that, at times, seems to have been more enthusiastic than intellectual. Similarly, Roman and Civil law excited much interest in Great Britain, as illustrated by the distinctly Roman influence to be found in the work of John Austin. The attraction of Roman and Civil law can be illustrated and best understood, perhaps, in the context of the publicity and excitement in the English-speaking world surrounding the discovery of the only complete manuscript of the classical Roman jurist Gaius' Institutes in Italy in 1816 by the ancient historian and German consul at Rome, B.G. Niebuhr. Niebuhr, the greatest ancient historian of his time, turned to Savigny for help with the Gaius manuscript (indeed, it was Savigny who recognized the manuscript for what it was) and, almost immediately, the books and journals-not just law journals by any means-were filled with accounts of the discovery, its importance to legal historical studies, and, of course, what it said. For instance, the second volume of the American Jurist contains a long article on the civil law by the scholarly Boston lawyer and classicist, John Pickering. The first quarter of the article is a gushing account of the discovery and first publication of the Gaius manuscript and a paean to Niebuhr and Savigny for their role in this. Similarly, in an article published in the London Law Magazine in 1829 on the civil law, the author contemptuously refers to a certain professor who continued to tell his students that the text of Gaius' Institutes was lost for all time. What could better show his ignorance of all things legal and literary than to be unaware of Niebuhr's great discovery?Another example of this reaction to the discovery of the Gaius palimpsest is to be found in David Irving's Introduction to the Study of the Civil Law. This volume is also more a history of Roman legal scholarship and sources than a study of substantive Roman law. Its pages are filled with references to Savigny's Geschichte and its approach clearly reflects the influence of the Historical School. Indeed, Irving speaks of Savigny's work as "one of the most remarkable productions of the age." He must have been truly impressed with German scholarship and must also have been able to convince the Faculty of Advocates, forwhom he was librarian, of the worth of German scholarship, for in 1820 the Faculty sent him to Gottingen so that he might study their law libraries. Irving devotes several pages of his elementary textbook on Roman law to the praise of the "remarkable" discovery of the Gaius palimpsest. He traces the discovery of the text by Niebuhr and Savigny in language that would have befitted an adventure tale. He elaborates on the various labors required to produce a new edition of the text and was particularly impressed by the use of a then new chemical process to make the under text of the palimpsest visible. He speaks of the reception of the new text as being greeted with "ardor and exultation" strong words for those who spend their lives amidst the "musty tomes" of the Roman law.This excitement over the Verona Gaius is really rather strange. Much of the substance of the Gaius text was already known to legal historians and civil lawyers from its incorporation into Justinian's Institutes and so, from a substantive legal perspective, the find was not crucial. The Gaius did provide new information on Roman procedural rules and it did also provide additional information for those scholars attempting to reconstruct pre-Justinianic Roman law. Nevertheless, these contributions alone seem hardly able to justify the excitement the discovery caused. Instead, I think that the Verona Gaius discovery simply hit a chord in the literary and legal community much the same as did the discovery of the Rosetta Stone or of Schliemann’s Troy. Here was a monument of a great civilization brought newly to light and able to be read for the first time in millenia. And just as the Rosetta Stone helped to establish the modern discipline of Egyptology and Schliemann's discoveries assured the development of classical archaeology as a modern academic discipline, the discovery of the Verona Gaius added to the attraction Roman law held for scholars and for lawyers, even amongst those who were not Romanists by profession. Ancillary to this, the discovery and publication of the Gaius manuscript also added to the fame of the two principals involved in the discovery, Niebuhr and Savigny. What this meant in the English-speaking world is that even those who could not or did not wish to read Savigny's technical works knew of him as one of the discoverers of the Gaius text. This fame itself may well have helped in spreading Savigny's legal and philosophical ideas, for, I would suggest, the Gaius "connection" may well have disposed people to read other of Savigny's writings, unconnected to the Gaius, because they were already familiar with his name.Another example of an English-speaking promoter of Savigny is Luther Stearns Cushing, a noted Boston lawyer who lectured on Roman law at the Harvard Law School in 1848-49 and again in 1851- 1852.Cushing published his lectures at Boston in 1854 under the title An Introduction to the Study of Roman Law. He devoted a full chapter to a description of the historical school and to the controversy betweenSavigny and Thibaut over codification. While Cushing attempted to portray fairly the arguments of both sides, he left no doubt as to his preference for Savigny's approach:The labors of the historical school have established an entirely new and distinct era in the study of the Roman jurisprudence; and though these writers cannot be said to have thrown their predecessors into the shade, it seems to be generally admitted, that almost every branch of the Roman law has received some important modification at their hands, and that a knowledge of their writings, to some extent, at least, is essentially necessary to its acquisition.译文(一)萨维尼和他的英美信徒们*M·H·豪弗里奇弗雷德里奇·卡尔·冯·萨维尼出身贵族,是一位出色的法律改革家,也是一位倡导重建德国教授协会的拥护者,还是历史法学派的创建人之一。
毕业论文文献外文翻译----危机管理:预防,诊断和干预文献翻译-中英文文献对照翻译
第1页 共19页中文3572字毕业论文(设计)外文翻译标题:危机管理-预防,诊断和干预一、外文原文标题:标题:Crisis management: prevention, diagnosis and Crisis management: prevention, diagnosis andintervention 原文:原文:The Thepremise of this paper is that crises can be managed much more effectively if the company prepares for them. Therefore, the paper shall review some recent crises, theway they were dealt with, and what can be learned from them. Later, we shall deal with the anatomy of a crisis by looking at some symptoms, and lastly discuss the stages of a crisis andrecommend methods for prevention and intervention. Crisis acknowledgmentAlthough many business leaders will acknowledge thatcrises are a given for virtually every business firm, many of these firms do not take productive steps to address crisis situations. As one survey of Chief Executive officers of Fortune 500 companies discovered, 85 percent said that a crisisin business is inevitable, but only 50 percent of these had taken any productive action in preparing a crisis plan(Augustine, 1995). Companies generally go to great lengths to plan their financial growth and success. But when it comes to crisis management, they often fail to think and prepare for those eventualities that may lead to a company’s total failure.Safety violations, plants in need of repairs, union contracts, management succession, and choosing a brand name, etc. can become crises for which many companies fail to be prepared untilit is too late.The tendency, in general, is to look at the company as a perpetual entity that requires plans for growth. Ignoring the probabilities of disaster is not going to eliminate or delay their occurrences. Strategic planning without inclusion ofcrisis management is like sustaining life without guaranteeinglife. One reason so many companies fail to take steps to proactively plan for crisis events, is that they fail to acknowledge the possibility of a disaster occurring. Like an ostrich with its head in the sand, they simply choose to ignorethe situation, with the hope that by not talking about it, it will not come to pass. Hal Walker, a management consultant, points out “that decisions will be more rational and better received, and the crisis will be of shorter duration, forcompanies who prepare a proactive crisis plan” (Maynard, 1993) .It is said that “there are two kinds of crises: those that thatyou manage, and those that manage you” (Augustine, 1995). Proactive planning helps managers to control and resolve a crisis. Ignoring the possibility of a crisis, on the other hand,could lead to the crisis taking a life of its own. In 1979, theThree-Mile Island nuclear power plant experienced a crisis whenwarning signals indicated nuclear reactors were at risk of a meltdown. The system was equipped with a hundred or more different alarms and they all went off. But for those who shouldhave taken the necessary steps to resolve the situation, therewere no planned instructions as to what should be done first. Hence, the crisis was not acknowledged in the beginning and itbecame a chronic event.In June 1997, Nike faced a crisis for which they had no existi existing frame of reference. A new design on the company’s ng frame of reference. A new design on the company’s Summer Hoop line of basketball shoes - with the word air writtenin flaming letters - had sparked a protest by Muslims, who complained the logo resembled the Arabic word for Allah, or God.The council of American-Islamic Relations threatened aa globalNike boycott. Nike apologized, recalled 38,000 pairs of shoes,and discontinued the line (Brindley, 1997). To create the brand,Nike had spent a considerable amount of time and money, but hadnever put together a general framework or policy to deal with such controversies. To their dismay, and financial loss, Nike officials had no choice but to react to the crisis. This incident has definitely signaled to the company that spending a little more time would have prevented the crisis. Nonetheless,it has taught the company a lesson in strategic crisis management planning.In a business organization, symptoms or signals can alert the strategic planners or executives of an eminent crisis. Slipping market share, losing strategic synergy anddiminishing productivity per man hour, as well as trends, issues and developments in the socio-economic, political and competitive environments, can signal crises, the effects of which can be very detrimental. After all, business failures and bankruptcies are not intended. They do not usually happen overnight. They occur more because of the lack of attention to symptoms than any other factor.Stages of a crisisMost crises do not occur suddenly. The signals can usuallybe picked up and the symptoms checked as they emerge. A company determined to address these issues realizes that the real challenge is not just to recognize crises, but to recognize themin a timely fashion (Darling et al., 1996). A crisis can consistof four different and distinct stages (Fink, 1986). The phasesare: prodromal crisis stage, acute crisis stage, chronic crisisstage and crisis resolution stage.Modern organizations are often called “organic” due tothe fact that they are not immune from the elements of their surrounding environments. Very much like a living organism, organizations can be affected by environmental factors both positively and negatively. But today’s successfulorganizations are characterized by the ability to adapt by recognizing important environmental factors, analyzing them, evaluating the impacts and reacting to them. The art of strategic planning (as it relates to crisis management)involves all of the above activities. The right strategy, in general, provides for preventive measures, and treatment or resolution efforts both proactively and reactively. It wouldbe quite appropriate to examine the first three stages of acrisis before taking up the treatment, resolution or intervention stage.Prodromal crisis stageIn the field of medicine, a prodrome is a symptom of the onset of a disease. It gives a warning signal. In business organizations, the warning lights are always blinking. No matter how successful the organization, a number of issues andtrends may concern the business if proper and timely attentionis paid to them. For example, in 1995, Baring Bank, a UK financial institution which had been in existence since 1763,ample opportunitysuddenly and unexpectedly failed. There wasfor the bank to catch the signals that something bad was on thehorizon, but the company’s efforts to detect that were thwarted by an internal structure that allowed a single employee both to conduct and to oversee his own investment trades, and the breakdown of management oversight and internalcontrol systems (Mitroff et al., 1996). Likewise, looking in retrospect, McDonald’s fast food chain was given the prodromalsymptoms before the elderly lady sued them for the spilling ofa very hot cup of coffee on her lap - an event that resulted in a substantial financial loss and tarnished image of thecompany. Numerous consumers had complained about thetemperature of the coffee. The warning light was on, but the company did not pay attention. It would have been much simplerto pick up the signal, or to check the symptom, than facing the consequences.In another case, Jack in the Box, a fast food chain, had several customers suffer intestinal distress after eating at their restaurants. The prodromal symptom was there, but the company took evasive action. Their initial approach was to lookaround for someone to blame. The lack of attention, the evasiveness and the carelessness angered all the constituent groups, including their customers. The unfortunate deaths thatptoms,occurred as a result of the company’s ignoring thesymand the financial losses that followed, caused the company to realize that it would have been easier to manage the crisis directly in the prodromal stage rather than trying to shift theblame.Acute crisis stageA prodromal stage may be oblique and hard to detect. The examples given above, are obvious prodromal, but no action wasWebster’s New Collegiate Dictionary, an acute stage occursacutewhen a symptom “demands urgent attention.” Whether the acutesymptom emerges suddenly or is a transformation of a prodromalstage, an immediate action is required. Diverting funds and other resources to this emerging situation may cause disequilibrium and disturbance in the whole system. It is onlythose organizations that have already prepared a framework forthese crises that can sustain their normal operations. For example, the US public roads and bridges have for a long time reflected a prodromal stage of crisis awareness by showing cracks and occasionally a collapse. It is perhaps in light of the obsessive decision to balance the Federal budget that reacting to the problem has been delayed and ignored. This situation has entered an acute stage and at the time of this writing, it was reported that a bridge in Maryland had just collapsed.The reason why prodromes are so important to catch is thatit is much easier to manage a crisis in this stage. In the caseof most crises, it is much easier and more reliable to take careof the problem before it becomes acute, before it erupts and causes possible complications (Darling et al., 1996). In andamage. However, the losses are incurred. Intel, the largest producer of computer chips in the USA, had to pay an expensiveprice for initially refusing to recall computer chips that proved unreliable o n on certain calculations. The f irmfirm attempted to play the issue down and later learned its lesson. At an acutestage, when accusations were made that the Pentium Chips were not as fast as they claimed, Intel quickly admitted the problem,apologized for it, and set about fixing it (Mitroff et al., 1996). Chronic crisis stageDuring this stage, the symptoms are quite evident and always present. I t isIt is a period of “make or break.” Being the third stage, chronic problems may prompt the company’s management to once and for all do something about the situation. It may be the beginning of recovery for some firms, and a deathknell for others. For example, the Chrysler Corporation was only marginallysuccessful throughout the 1970s. It was not, however, until the company was nearly bankrupt that amanagement shake-out occurred. The drawback at the chronic stage is that, like in a human patient, the company may get used to “quick fixes” and “band “band--aid”approaches. After all, the ailment, the problem and the crisis have become an integral partoverwhelmed by prodromal and acute problems that no time or attention is paid to the chronic problems, or the managers perceive the situation to be tolerable, thus putting the crisison a back burner.Crisis resolutionCrises could be detected at various stages of their development. Since the existing symptoms may be related todifferent problems or crises, there is a great possibility thatthey may be misinterpreted. Therefore, the people in charge maybelieve they have resolved the problem. However, in practicethe symptom is often neglected. In such situations, the symptomwill offer another chance for resolution when it becomes acute,thereby demanding urgent care. Studies indicate that today anincreasing number of companies are issue-oriented and searchfor symptoms. Nevertheless, the lack of experience in resolvinga situation and/or inappropriate handling of a crisis can leadto a chronic stage. Of course, there is this last opportunityto resolve the crisis at the chronic stage. No attempt to resolve the crisis, or improper resolution, can lead to grim consequences that will ultimately plague the organization or even destroy it.It must be noted that an unsolved crisis may not destroy the company. But, its weakening effects can ripple through the organization and create a host of other complications.Preventive effortsThe heart of the resolution of a crisis is in the preventiveefforts the company has initiated. This step, similar to a humanbody, is actually the least expensive, but quite often the mostoverlooked. Preventive measures deal with sensing potential problems (Gonzales-Herrero and Pratt, 1995). Major internalfunctions of a company such as finance, production, procurement, operations, marketing and human resources are sensitive to thesocio-economic, political-legal, competitive, technological, demographic, global and ethical factors of the external environment. What is imminently more sensible and much more manageable, is to identify the processes necessary forassessing and dealing with future crises as they arise (Jacksonand Schantz, 1993). At the core of this process are appropriate information systems, planning procedures, anddecision-making techniques. A soundly-based information system will scan the environment, gather appropriate data, interpret this data into opportunities and challenges, and provide a concretefoundation for strategies that could function as much to avoid crises as to intervene and resolve them.Preventive efforts, as stated before, require preparations before any crisis symptoms set in. Generally strategic forecasting, contingency planning, issues analysis, and scenario analysis help to provide a framework that could be used in avoiding and encountering crises.出处:出处:Toby TobyJ. Kash and John R. Darling . Crisis management: prevention, diagnosis 179-186二、翻译文章标题:危机管理:预防,诊断和干预译文:本文的前提是,如果该公司做好准备得话,危机可以更有效地进行管理。
土木工程外文翻译-原文
外文原文Response of a reinforced concrete infilled—frame structure to removal of twoadjacent columnsMehrdad Sasani_Northeastern University, 400 Snell Engineering Center,Boston,MA 02115, UnitedStatesReceived 27 June 2007;received in revised form 26 December 2007;accepted 24January 2008Available online 19 March 2008AbstractThe response of Hotel San Diego,a six—story reinforced concrete infilled-frame structure,is evaluated following the simultaneous removal of two adjacent exterior columns. Analytical models of the structure using the Finite Element Method as well as the Applied Element Method are used to calculate global and local deformations. The analytical results show good agreement with experimental data. The structure resisted progressive collapse with a measured maximum vertical displacement of only one quarter of an inch (6.4 mm)。
工程管理外文翻译(原文+译文)
Concrete Construction matterT. Pauly, M. J. N. PriestleyAbstractViewed in terms of accepted practices, concrete construction operations leave much to be desired with respect to the quality, serviceability, and safety of completed structures. The shortcomings of these operations became abundantly clear when a magnitude 7.6 earthquake struck northern Paki-stan on October 8, 2005, destroying thousands of buildings, damaging bridges, and killing an esti-mated 79,000 people. The unusually low quality of construction operations prevalent was a major cause of the immense devastation.Keywords: Concrete Placing Curing Construction TechnologyPlacing ConcreteIf concrete is placed in the surface, the sur-face should be filled with water sufficiently to prevent it from absorbing the concrete of its water. If fresh concrete is to be placed on or nearby to concrete that has solidified, the surface of the placed concrete should be cleaned absolutely, preferably with a high-pressure air or water jet or steel-wire brushes. The surface should be wet, but there should be no much water. A little quantity of cement grout should be brushed over the whole area, and then followed immediately with the application of a 1/2-in Layer of mortar. The fresh concrete should be placed on or against the mortar.In order to decrease the disintegration re-sulting from carriage after it is placed. The con-crete should be placed as nearly as probably in itsfinal point. It should be placed in layers to permit uniform compaction. The time interval between the placing of layers should be limited to assure perfect bond between the fresh and previously placed concrete.In placing concrete in deeper patters, a ves-sel should be used to limit the free fall to not over 3 or 4 ft, in order to prevent concrete disintegra-tion. The vessel is a pipe made of lightweight metal, having adjustable lengths and attached to the bottom of a hopper into which the concrete is deposited. As the patters are filled, sections of the pipe may be removed.Immediately after the concrete is placed, it should be compacted by hand pudding or a me-chanical vibrator to eliminate voids. The vibrator should be left in one position only long enough to reduce the concrete around it to a plastic mass; then the vibrator should be moved, or disintegra-tion of the aggregate will occur. In general, the vibrator should not be permitted to penetrate concrete in the prior lift.The mainly advantage of vibrating is that it permits the use of a drier concrete, which has a higher strength because of the reduced water content. Among the advantages of vibrating con-crete are the following:1.The decreased water permits a reduction in the cement and fine aggregate because less cement paste is needed.2.The lower water content decreases shrinkage and voids.3.The drier concrete decreases the cost of finishing the surface.4.Mechanical vibration may replace three to eight hand puddles.5.The lower water content increases the strength of the concrete.6.The drier mixture permits theremoval of some patters more quickly, which may reduce the cost of patters.Curing ConcreteIf concrete is to gain its maximum strength and other desirable properties, it should be cured with adequate moisture and at a favorable tem-perature. Failure to provide these conditions may result in an inferior concrete.The initial moisture in concrete is adequate to hydrate all the cement, provided it is not should replace the moisture that does evaporate. This may be accomplished by many methods, such as leaving the patters in place, keeping the surface wet, or covering the surface with a liquid curing compound, which comes being to a water-tight membrane that prevents the escape of the initial water. Curing compounds may be applied by brushes or pressure sprayers. A gallon will cover 200 to 300 sq ft.Concrete should be placed at a temperature not less than 40 or more than 80°F.A lower tem-perature will decrease the rate of setting, while ahigher temperature will decrease the ultimate strength.Placing Concrete in Cold WeatherWhen the concrete is placed during cold weather, it is usually necessary to preheat the water, the aggregate, or both in order that the ini-tial temperature will assure an initial set and gain in strength .Preheating the water is the most ef-fective method of providing the necessary tem-perature. For this purpose a water reservoir should be equipped with pipe coils through which steam can be passed, or steam may bedischarged directly into the water, several outlets being used to given better distribution of the heat.When the temperatures of the mixtures are known, some specific charts may be used to cal-culate the temperature of concrete. A straight line pass all three scales, passing through every two known temperatures, will assure the determina-tion of the third temperature. If the surface of sand isdry, the fact lines of the scales giving the temperature of concrete should be used. However, if the sand contains about 3 percent moisture, the dotted lines should be used.Specifications usually demand that freshly placed concrete shall be kept at a temperature of not less than 70°F for 3 days or 50°F for 5 days after it is placed. Some proper method must be provided to keep the demanded temperature when the cold weather is estimated.Reinforcing steels for concreteCompared with concrete, steel is a high strength material. The useful strength of ordinary reinforcing steels in tension as well as compres-sion, i.e., the yield strength, is about 15 times the compressive strength of common structural con-crete, and well over 100 times its tensile strength. On the other hand, steel is a high-cost material compared with concrete. It follow that the two materials are the best used in combination if theconcrete is made to resist the compressive stresses and the compressive force, longitudinal steel reinforcing bars are located close to the ten-sion face to resist the tension force., and usually additional steel bars are so disposed that they re-sist the inclined tension stresses that are caused by the shear force in the beams. However, rein-forcement is also used for resisting compressive forces primarily where it is desired to reduce the cross-sectional dimensions of compression members, as in the lower-floor columns of multi-story buildings. Even if no such necessity exits , a minimum amount of reinforce- ment is placed in all compression members to safeguard them against the effects of small accidental bending moments that might crack and even fail an unre-inforced member.For most effective reinforcing action, it is essential that steel and concrete deform together, i. e., that there be a sufficiently strong bond be-tween the two materials to ensure that no relative movements of the steel bars and the surrounding concrete occur. This bond is provided by the rela-tively large chemical adhesion which develops at the steel-concrete interface, by the natural roughness of the mill scale of hot-rolled rein-forcing bars , and by the closely spaced rib-shap-ed surface deformations with which reinforcing bars are furnished in order to provide a high de-gree of interlocking of the two materials.Steel is used in two different ways in con-crete structures: as reinforcing steel and as prestressing steel .reinforcing steel is placed in the forms prior to casting of the concrete. Stresses in the steel, as in the hardened concrete, are caused only by the loads on the structure, except for possible parasitic stresses from shrinkage or similar causes. In contrast, in priestesses concrete structures large tension forces are applied to the reinforcement prior to letting it act jointly with the concrete in resistingexternal.The most common type of reinforcing steel is in the form of round bars, sometimes called rebars, available in a large range of diameters,from 10 to 35 mm for ordinary applications and in two heavy bar sizes off 44 and 57 mm these bars are furnished with surface deformations for the purpose of increasing resistance to slip be-tween steel and concrete minimum requirements for these deformations have been developed in experimental research. Different bar producers use different patterns, all of which satisfy these requirements.Welding of rebars in making splices, or for convenience in fabricating reinforcing cages for placement in the forms, may result in metal-lurgical changes that reduce both strength and ductility, and special restrictions must be placed both strength and ductility, and special restric-tions must be placed both on the type of steel used and the welding procedures the provisions of ASTM A706 relatespecifically to welding.In reinforced concrete a long-time trend is evident toward the use of higher strength materi-als, both steel and concrete.Reinforcing bars with 40ksi yield stress , almost standard 20 years ago , have largely been replaced by bars with 60ksi yield stress , both because they are more economical and because their use tends to reduce congestion of steel in the forms .The ACI Code permits reinforcing steels up to Fy=80ksi. Such high strength steels usually yield gradually but have no yield plateau in this situation the ACI Code requires that at the speci-fied minimum yield strength the total strain shall not exceed 0.0035 this is necessary to make cur-rent design methods, which were developed for sharp-yielding steels with a yield plateau, appli-cable to such higher strength steels. there is no ASTM specification for deformed bars may be used , according to the ACI Code , providing they meet the requirements stated under special circumstances steel in this higher strength range has its place, e.g., in lower-story columns of high-rise buildings.In order to minimize corrosion of rein-forcement and consequent spelling of concrete under sever exposure conditions such as in bridge decks subjected to deicing chemicals , galvanized or epoxy-coated rebars may be specified.Repair of Concrete StructuresReinforced concrete is generally a very du-rable structural material and very little repair work is usually needed. However, its durability can be affected by a variety of causes, including those of design and construction faults, use of inferior materials and exposure to aggressive en-vironment. The need for a repair is primarily dic-tated by the severity of the deterioration as de-termined from the diagnosis. Good workmanship is essential if any thing more than just a cosmetic treatment to the creation is required.1. performance requirements of repair systemHaving established the causes of the defect by carefully diagnosing the distress, the next step should be to consider the requirements of the re-pair method that will offer an effective solution to the problem (see fig.).①DurabilityIt is important to select repair materials that provide adequate durability. Materials used for the repair job should be at least as durable as the substrate concrete to which it is applied.②Protection of steelThe mechanism of protection provided to the reinforcing depends on the type of repair ma-terials used. For example, cementations materials can protect the steel from further corrosion by their inhibitive effect of increasing the alkalinity of the concrete, whereas epoxy resin mortars can give protection against the ingress of oxygen,moisture and other harmful agents.③Bond with substrateThe bond with the substrate must produce an integral repair to prevent entry of moisture and atmospheric gases at the interface. With most re-pair materials, the bond is greatly enhanced with the use of a suitable bonding aid such as an un-filled epoxy resin systems and slurry of Portland cement, plus any latex additives for a Portland cement-based repair system. Precautions should also be takento remove all loose and friable ma-terials from the surfaces to be bonded.④Dimensional StabilityShrinkage of materials during curing should be kept to a minimum. Subsequent dimensional change should be very close in the substrate in order to prevent failure⑤Initial Resistance to Environmentally In-duced DamageSome initial exposure conditions may lead to premature damage lo repairs. For example, partially cured Portland cement repairs can dete-riorate from hot weather preventing full hydration of the cement. To prevent this from happening extra protection during curing time may be nec-essary.⑥Ease of ApplicationMaterials should be easily mixed and ap-plied so that they can be worked readily into small crevices and voids. Ideally, the material should not stick to tools, and should not shear while being trowel led nor slump after placement.⑦AppearanceThe degree to which the repair material should match the existing concrete will depend on the use of the structure and the client' s re-quirements. A surface coating may be required when appearance is important or when cover to reinforcement is small.2. Selection of Repair MethodsA suitable repair counteracts all the defi-ciencies which are relevant to the use of the structure.The selection of tile correct method and material for a particular, application requires careful consideration, whether to meet special requirements for placing strength, durability or other short-or long-term properties. These con-siderations include:1. Nature of the DistressIf alive crack is filled with a rigid material, then either the repair material will eventually fail or some new cracking will occur adjacent to the original crack. Repairs to live cracks must either use flexible materials to accommodate move-ments or else steps must be taken prior to the re-pair to eliminate the movement.2. Position of the CrackTechniques which rely on gravity to intro-duce the material into the crack are more suc-cessfully carried out on horizontal surfaces but are rarely effective on vertical ones.3. EnvironmentIf moisture, water or contaminants are found in the crack, then it is necessary to rectify the leaks Repair to slop leaks may be further com-plicated by the need to make the repairs while the structure is in service and the environment is damp.4. WorkmanshipThe skill the operatives available to carry put the repairs is another relevant factors. Some-times this can mean the difference between a permanent repair and premature failure of the re-pair material.5. CostThe cost of repair materials is usually small compared with the costs of providing access, preparation and actual labor.6. AppearanceThe repair surface may be unsightly, par-ticularly when it appears on a prominent part of the building. In this case, the repair system will include some form of treatment over the entire surface.Reference[1]Philip Jodidio, Contemporary European Architecture, Taschen, Koln, pp.148-153[2]Ann Breen & Dick Rigby, Waterfronts, McGraw-Hill, Inc. New York, 1994, pp.297-300[3]Ann Breen & Dick Rigby, The New Waterfront, Thames and Hudson, London, 1996, pp.118-120[4]Ann Breen & Dick Rigby, The New Waterfront, Thames and Hudson, London, 1996, pp.52-55[5]Robert Holden, International Landscape Design, Laurence King Publishing, London, 1996, pp.10-27[6] A new concept in refrigerant control for heat pumps ,J.R.Harnish,IIR Conference Pa-per,Cleveland,Ohio.May,1996[7]Carrier Corporation-Catalog 523 848,1997[8]Waste Heat Management Handbook, Na-tional Bureau of Standardc Handbook 121, Pub-lica-tion PB 264959, February,1997Ten design principles for air to air heat pumps,Allen Trask,ASHRAE Journal,July,1997重庆科技学院学生毕业设计(论文)外文译文学院建建筑工程学院专业班级工管103学生姓名李学号201044241附件1:外文资料翻译译文混凝土施工事项T.Pauly, M.J.N.Priestley摘要:根据一般承认的惯例看,巴基斯坦的混凝土结构建筑物在结构上的质量,效用和安全需要上都留下了很多值得关注的问题。
外文翻译原文.
e c o l o g i c a l e n g i n e e r i n g 28(2006124–130a v a i l ab l e a t w w w.sc i e n c ed i re c t.c omj o u r n a l h o m e p a g e :w w w.e l s e v i e r.c o m /l o c a t e /e c o l e n gPlant-biofilm oxidation ditch for in situ treatm ent of polluted watersQi-Tang Wu a ,∗,Ting Gao a ,Shucai Zeng a ,Hong Chua ba College of Natural Resources and Environment,South China Agricultural University,Guangzhou 510642,ChinabDepartment of Civil and Structural Engineering,Hong Kong Polytechnic University,Hung Hom,Kowloon,Hong Kong SAR,Chinaa r t i c l ei n f o Article history:Received 17December 2005Received in revised form 16May 2006Accepted 18May 2006Keywords:Plant-biofilm oxidation ditch (PBFODIn situWastewater treatmenta b s t r a c tEutrophication of surface water bodies is a problem of increasing environmental and ecolog-ical concern worldwide and is particularly serious in China.In the present study,oxidation ditches were connected to a lake receiving municipal sewage sludges.T wo 24m 2(width 2m,length 12mparallel plastic oxidation ditches material were installed on a lake near the inlet of the municipal sewage.Zizania caduciflora and Canna generalis were grown in the ditches with plastic floating supporters for the removal of N and P from the sewage.The experiment was conducted firstly with municipal sewage in autumn–winter seasons for about 150daysunder the following conditions:2m 3/h influent flow,0.75kW jet-flow aerator(air/water of 5,18h HRT (hydrological retention timeand a return ratio of 10.Then it was run with the polluted lake water in summer–autumn for about 160days with an aerator of 1.25kW and an influent of 6m 3/h (air/water 3.3,HRT 6h.The performance was quite stable during the experimental period for the municipal sewage treatment.The average removal rates of COD (chemical oxygen demand,SS (suspended solids,TP (total phosphorus,NH 4+-N and inorganic-N were 70.6,75.8,72.6,52.1and50.3%,respectively.For the polluted lake water treatment,the average concentrations of COD,NH 4+-N and TP were 42.7,13.1and 1.09mg/L,respectively,in the influent and were 25.1,6.4and 0.38mg/L,respectively,in the effluent.The capacity of the plants to remove N and P by direct uptake was limited,but the indi-rect mechanisms also occurred.The proposed process,transforming the natural lake into a wastewater treatment plant,could evidently reduce the costs of the sewage collection,the land space requirement and the construction compared with conventional sewage treat-ment plants,and is especially suited to conditions in south China and south-east Asia.©2006Elsevier B.V .All rights reserved.1.IntroductionMany water bodies are subject to eutrophication due to eco-nomic constraints in reducing point sources of nutrients and/or to a high proportion of diffuse sources,and the prob-lem is particularly common in China because the proportion of treated municipal sewage is still low due to the relatively high capital investmentrequired.Accordingly,43.5%of 130investi-gated major lakes in China were found to be highly eutrophied∗Corresponding author .Tel.:+862085280296;fax:+862085288326.E-mail address:qitangwu@ (Q.-T.Wu.and 45%were of intermediate status (Li et al.,2000.These pol-luted lakes were mainly located in economically developed regions and especially around cities where large amounts of municipal sewage are discharged without appropriate treat-ment.Increasingly,natural or constructed wetlands,including buffer zones(Correll,2005,are being used for removal of pol-lutants from wastewater or for treatment of stormwater runoff from agricultural land and other non-point sources (Mitsch ete c o l o g i c a l e n g i n e e r i n g28(2006124–130125Table1–COD and BOD5of the study lake sampled at three points for5days inMay2003COD(mg/LBOD5(mg/LBOD5/COD13May89.5135.700.4083.3334.500.4189.5136.600.4114May55.5624.800.4589.5135.200.3949.3820.900.4227May105.1141.300.3981.0832.300.40111.1141.000.3728May60.0026.830.4563.3327.700.4463.3327.000.4329May90.0035.700.4093.3337.000.40117.9949.400.42al.,2000;Coveney et al.,2002;Belmont et al.,2004.However, this method requires a large land area in addition to the lake in question.For in situ treatment of hypereutrophic water bodies where the transparency of the water does not allow regrowth of submerged macrophytes,phosphorus precipitation in eutrophic lakes by iron application(Deppe and Benndorf, 2002or by additions of lime(Walpersdorf et al.,2004has been reported.Aeration of river water has been employed to remediate polluted rivers since the1970s(Wang et al.,1999. Increasing oxygen transfer inflow by stones placed in rivers was studied by Cokgor and Kucukali(2004.Growingfloating aquatic macrophytes(Sooknah and Wilkie,2004or terrestrial green plants usingfloating supports(Li and Wu,1997,physical ecological engineering(PEEN(Pu et al.,1998,and biotic addi-tives have also been applied(Chen,2003.However,these sim-ple designs do not constitute a real water treatment system and the efficiencies of these treatments are unsatisfactory.Activated sludge systems have been proved efficient treat-ing municipal sewage since the1960s(Ray,1995.However, this type of system has not been used for in situ remediation of polluted lakes or rivers.In the present study,the oxidation ditch technique was adopted on a lake receiving municipal sewage sludge.Floating green plants and the biofilms com-prisingfloating materials and plant roots were also added to enhance N and P removal.A pilot scale experiment was set up to test the feasibility and performance of the plant-enhanced oxidation ditch for in situ treatment ofboth the municipal sewage and the polluted lake water.2.Experimental2.1.Site descriptionThe study lake was situated at South China Agricultural Uni-versity,Guangzhou,China.The area of the lake was about 10000m2and the depth0.5–3m.This lake received the munic-ipal sewage from the residential area around the university.Fig.1–Surface arrangement of the plant-biofilm oxidation ditch and the waterflows.(1Wall of nylon tissue;(2nets of5mm;(3nets of0.25mm;(4oxidation ditch;(5jet-flow aerator;(6water pump;(7floating green plants;(8sewage entry.2.2.Establishment of the plant-biofilm oxidationditchesT wo24m2(width2m,length12mparallel oxidation ditches made of plastic materials were installed along the lake bank near the sewage inlet.The inner ditch was made of cement and the outer ditch was isolated with nylon tissues andfix-ing PVC(polyvinyl chloridetubes.Fig.1showsthe surface arrangement and the waterflow path.The coarse suspended solids in the influent werefiltered by two pl astic nets,one with a pore size of5mm and the other with a pore size of0.25mm,whereas the suspended solids in the effluent werefiltered by a plastic net with a pore size of 0.25mm.Zizania caduciflora and Canna generalis were grown in the ditch with theplast icfloating supporters which held the plants in position.Thefloating supporters were made of closed126e c o l o g i c a l e n g i n e e r i n g28(2006124–130PVC tubes and nylon nets and each was3.6m2.Zizania caduci-flora was grown on twofloating supporters an d Canna gener-alis on another two supporters.The plants were planted in four columns andfive lines.The twofloating supporters with Canna generalis were near the influent and the two with Zizania caduciflora were near the effluent.The entire disposal system is shown in Photo1.2.3.Conduct of the experimentsAn experiment was conductedfirstly on municipal sewage in autumn–winter seasons of2003–2004for about150days. The aeration of the oxidation ditch was achieved using a jet-flow aerator of0.75kW(Aqua Co.,Italy;air generation10m3/h, water jet rate22–28m3/h.The water sampling started on18 September2003and endedon12February2004.The influent was2m3/h created by a water pump of0.37kW.With the jet-flow aerator of0.75kW the theoretical air/water ratio was5, HRT was18h and the return ratio was10–13.The system was then run with the polluted lake water in summer and autumn2004for about160days with an aerator of1.25kW and with an influent of6m3/h(air/water3.3,HRT 6h.The influent was not created by water pump but by the driving fo rce of the jet-flow aerator.The water sampling for the second run started on15May2004and endedon15October 2004.2.4.Sampling and analysisThe influent and effluent were sampled every3–5days at 08:00–09:00a.m.andat17:00–18:00p.m.,each with three sam-pling re plicates for thefirst run.For the second run,the influ-ent and effluent were sampled1day a week.The water sam-pler took0–30cm surface water.The samples were analyzed for COD Cr,BOD5,SS,TP,NO3−-N,NH4+-N and pH according to standard methods(APHA,1995.The plant s were transplanted ontofloating supporters two weeks before water sampling and thefirst harvest was carried out60days later and at the termination of thefirst run for the municipal sewage.The plant biomass and N and P con-tents were measured according to the methods proposed by the Soil and Agro-Chemical Analysis Committee of China(Lu, 2000.The total uptakes of N and P were calculated and com-pared with the total removal of these elements calculated by the cumulative removal each day following measurement of a water sample.Total N removal=(average N in influent−average N in effluent×48×D iwhere48was the treated water volume per day in m3/day;D i was the number of days following the water sampling and before the next sampling.3.Results and discussionTable2shows the removal of COD Cr and SS by plant-biofilm oxidation ditch for the treatment of the municipal sewage in autumn–winter seasons of2003–2004.The removal of COD Cr varied from60to79%with an average of70%for the influent COD Cr ranging from100to200mg/L,a nd resulted in effluent COD Cr valuesfrom30to55mg/L(Table2,Fig.2.The average removal percentage was about75%for SS and variedfrom68to82%(Table2.The effluent SS was about 30mg/L which is the effluent limit value of the second grade for the sewage treatment plants in China(GB18918,2002 (Fig.3,for the influents varying from60to240mg/L.The average NH4+-N removal from influent was52%,which was lower in winter than in autumn(Table3.This may be due to lower bacterial activity in winter,but theinfluent NH4+-NTable2–Removal of COD and SS by the plant-biofilm oxidation ditch for the in situ treatment of municipal sewage each month in autumn–winter seasons of2003–2004Period Sampled days Water temperature(◦CInfluent(mg/LEffluent(mg/LRemoval(%COD Cr18–30September528.0118.54(3.01a34.34(7.8367.74 3–28October826.1123.91(4.0333.51(4.2672.661–7November326.0153.94(2.7337.60(3.8175.4918–28November423.1170.22(4.2835.45(5.3778.711–15December419.3180.36(8.2039.24(7.0677.6511–31January314.5128.46(3.6652.04(5.2359.504–12February216.8178.35(4.1662.86(5.8362.47Average150.54(4.3042.15(5.6370.60SS18–30September528.0160.4041.6074.18 3–28October826.1144.3826.2581.171–7November326.0116.0033.3370.7918–28November423.1111.7521.5080.981–15December419.390.5028.5068.4211–31January314.5104.0017.3382.384–12February216.8120.5033.0072.57Average121.0828.7975.78e c o l o g i c a l e n g i n e e r i n g28(2006124–130127Fig.2–COD in the influent and effluent of the plant-biofilm oxidation ditch for the in situ treatment of municipal sewage in autumn–winter seasons of2003–2004.was also higher in winter(Fig.4probably because of lower water consumption in the cold season.The total inorganic-N removal was similar to that for NH4+-N(Table3.NO3−-N concentrations were rather similar in the influent and the effluent.The total P removal varied from63to78%and was higher and more regular than N removal(Table3.The P concentra-tion in treated effluent was about1mg/L(Fig.5and conformed to the Chinese municipal sewage treatment standard which is set to3mg/L for second grade regions and1.5forfirst grade regions(GB18918,2002.Fig.6shows typical changes in the water quality param-eters for the sampling points from inlet to outlet.Thisindi-Fig.3–Suspended solids concentration in the influent and effluent of the p lant-biofilm oxidation ditch for the in situ treatment of municipal sewage in autumn–winter seasons of2003–2004.cates that COD and SS decreased gradually,but NH4+-N and TP dropped substantially following the mixing with the return water by the aerator and then decreased slowly,while NO3−-N and pH of the water remained virtually unchanged.The water DO increased dramatically following the aeration,decreased slowly thereafter and remained rather high even in the efflu-ent(about5.5mg/L.For the second run treating the polluted lake water on-site,the average influent COD Cr was42.7mg/L and the effluent 25.1mg/L for about160days during summer–autumn seasons (Fig.7.The removal of NH4+-N was about50%from about13.1 to6.4mg/L.Total-P in the effluents was rather stable,bei ngTable3–The removal of N and P by the plant-biofilm oxidation ditch for the in situ treatment of municipal sewage for each month in autumn–winter seasons of2003–2004Period Sampled days Water temperature(◦CInfluent(mg/LEffluent(mg/LRemoval(%NH4+-N18–30September528.020.60(0.30a7.16(0.2264.72 3–28October826.126.55(0.2310.15(0.2061.671–7November326.030.00(0.4113.67(0.2254.5118–28November423.135.15(0.7915.95(0.2653.991–15December419.335.89(0.3515.93(0.2755.1511–31January314.530.57(0.6918.59(0.2236.634–12February216.835.23(0.0521.61(0.0637.72Average30.57(0.4014.72(0.2152.06NH4+-N+NO3−-N18–30September528.023.06(0.159.24(0.1159.94 3–28October826.128.31(0.1212.01(0.1457.571–7November326.031.42(0.2114.58(0.1153.5918–28November423.136.32(0.4016.81(0.1353.721–15December419.337.41(0.1917.54(0.1453.1111–31January314.531.96(0.3720.07(0.1337.204–12February216.837.11(0.0323.35(0.0337.08Average32.23(0.2116.23(0.1150.32TP18–30September528.0 3.56(0.070.81(0.0475.56 3–28October826.1 4.01(0.140.87(0.0478.241–7November326.0 4.37(0.13 1.20(0.0472.5618–28November423.1 4.89(0.16 1.13(0.0776.661–15December319.5 4.86(0.80 1.38(0.2371.07 11–31January314.5 3.75(0.45 1.35(0.0363.32 4–12February216.8 4.75(0.10 1.51(0.0566.20 Average 4.31(0.16 1.16(0.0471.89128e c o l o g i c a l e n g i n e e r i n g 28(2006 124–130Fig.4–NH 4+-N concentration in the influent and effluent of the plant-biofilm oxidation ditch for the in situ treatment of municipal sewage in autumn–winter seasons of2003–2004.Fig.5–Total-P concentration in the influent and effluent of the plant-biofilm oxidation ditch for the in situ treatment of municipal sewage in autumn–winter seasons of2003–2004.Fig.6–T ypical changes in the pollutants in theplant-biofilm oxidation ditch during the in situ treatment ofFig.7–The influent and effluent concentrations of COD (up,NH 4+-N (medianand total-P (bottomin theplant-biofilm oxidation ditch treating polluted lake water.about 0.38mg/L from an average of 1.09mg/L in the influents.The removal of COD Cr ,NH 4+-N and Total-P was then quite sat-isfactory both for the municipal sewage and the polluted lake water.The removal of N and P was somewhat higher than con-ventional oxidation ditches,perhaps due to the existence of the plant-biofilm in the studiedsystem.However,the direct uptake rates of N and P by green plants were almost negligi-ble compared to the total removal of these elements by the whole system (Table4.However,the plants may have cre-ated localized anaerobic conditions by their root exudates and dead biomass and enhance the denitrification of N by micro-organisms as occurs in constructed wetlands (Hone,2000.Besides the green plants,the proposed system also con-tains biofilm coated to the plastic materials.The high velocity of return-fluent was different to the conventional oxidation ditch.Kugaprasatham et al.(1982showed that the increase of the fluent velocity could increase the density of the biofilm if the nutrient conditions were suitable for bacteria growth.Simultaneous nitrification/denitrification (SND(Van Mun ch etal.,1996may also occur in the system.Concerning the P removal of the system,biological phos-phate removal processes may occur but were not significant because there was no sludge removal and very little sludge precipitation after the run for treatment of municipal sewage.This may partly due to the existence of some ferric chains which were added to precipitate and fix the nylon tissue to the lake bottom,with formation of precipitates of ferric phos-e c o l o g i c a l e n g i n e e r i n g 2 8 ( 2 0 0 6 124–130 129 Table 4 – Proportions of N and P uptake by plants and total removal in the plant-biofilm oxidation ditch treating municipal sewage Date Days ZCa Harvested fresh biomass (g CG ZC 5 September–4 November 5 November–6 January Total or average a Plant uptake (g N CG 5.30 13.03 System removal (kg N CG P Percent of plant uptake N (% P (% P ZC 0.88 0.24 2.79 60 63 123 2200 625 9725 2750 4150 4.85 1.20 24.38 0.72 0.95 37.63 65.45 103.1 7.13 12.78 19.91 0.03 0.02 0.02 0.02 0.01 0.01 ZC: Zizania caduciflo ra; CG: Canna generalis. tained for at least 1 year. The actual mechanisms still remain to be identified. The oxidation ditch has been used for many years worldwide as an economical and efficient wastewater treatment technology that can remove COD, nitrogen and a fraction of the phosphorusefficiently. Anaerobic tanks (Liu et al., 2002 and phased isolation ditch systems with intra-channel clarifier (Hong et al., 2003 were added to the system to increase the TP removal efficiency. The proposed process takes an artificial process in combination with natural purification, transforming the natural lake into the wastewater treatment plant, and could evidently reduce the costs of sewage collection, the landspace requirement and the construction costs compared with the conventional sewage treatment plants. This process could be especially suitable to subtropical regions and to many water bodies in south China and southeast Asia where sewage treatment facilities are not well established. China. The authors are grateful to Dr. P. Christie, Department of Agricultural and Environmental Science, Queen’s University Belfast, UK, and Dr. Y. Ouyang, Department of Water Resources, St. Johns River Water Management District, Palatka, FL, USA, for their valuable suggestions and language corrections. references 4. Conclusions The present study adapted the oxidation ditch on the lake surface for in situ treatment of municipal sewage or polluted lake water in combination with plant biofilms for performing N and P removal, and running experiments at pilot scale for about 1.5 years resulted in the following observations: (1 The system was quite satisfactory and stable for treatment of municipal sewage and polluted lake water in removing COD, NH4 + -N and P. (2 The direct uptake of N and P by plants was negligible in comparison with the totalremoval by the system, but indirect mechanisms via plant root exudates and biofilms merit further studies. (3 The proposed process could dramatically reduce the costs of sewage collection, the land-space requirement and the construction costs compared with conventional sewage treatment plants; might be suitable for treatment of both municipal sewage and polluted lake water; and could lead to the promotion of wastewater treatment in many developing countries. Acknowledgements This study was funded by Department of Science and Technology of Guangdong Province (Grant no. 2004B33301007, American Public Health Association (APHA, 1995. Standards Methods for the Examination of Water and Wastewater, 19th ed. American Public Health Association, Washington, DC. Belmont, M.A., Cantellano, E., Thompson, S., Williamson, M.,S’anchez, A., Metcalfe, C.D., 2004. Treatment of domestic wastewater in a pilot-scale natural treatment system in central Mexico. Ecol. Eng. 23, 299–311. Chen, Y.C., 2003. Bioremediation Engineering of Polluted Environment. Chemical Industry Press, Beijing, p. 304 (in Chinese. Cokgor, S., Kucukali, S., 2004. Oxygen transfer in flow around and over stones placed in a laboratory flume. Ecol. Eng. 23, 205–219. Correll, D.L., 2005. Principles of planning and establishment of buffer zones. Ecol. Eng. 24, 433–439. Coveney, M.F., Stites, D.L., Lowe, E.F., Battoe, L.E., Conrow, R., 2002. Nutrient removal from eutrophic lake water by wetland filtration. Ecol. Eng. 19, 141–159. Deppe, T., Benndorf, J., 2002. Phosphorus reduction in a shallow hypereutrophic reservoir by in-lake dosage of ferrous iron. Water Res. 36, 4525–4534. Hone, A.J., 2000. Phytoremediation by constructed wetlands. In: Terry, N., Banuelos, G. (Eds., Phytoremediation of Contaminated Soil and Water. Lewis Publishers, pp. 13–40. Hong, K.H., Chang, D., Hur, J.M., Han, S.B., 2003. Novel phased isolation ditch system for enhanced nutrient removal and its optimal operating strategy. J. Environ. Sci. Health Part A 38, 2179–2189. Kugaprasatham, S., Nagaoka, H., Ohgaki, S., 1982. Effect of turbulence on nitrifying biofilms at non-limiting substrate conditions. Water Res. 26, 1629–1638. Li, F.X., Xin, Y., Chen, W., 2000. Assessment of eutrophication level of lakes. Chongqing Environ. Sci. 22, 10–11 (in Chinese. Li, F.B., Wu, Q.T., 1997.Domestic wastewater treatment with means of soilless cultivated plants. Chin. J. Appl. Ecol. 8, 88–92 (in Chinese. Liu, J.X., Wang, B.Z., van Groenestijn, J.W., Doddema, H.J., 2002. Addition of anaerobic tanks to an oxidation ditch system to enhance removal of phosphorus from wastewater. J. Environ. Sci. 14, 245–249.130 e c o l o g i c a l e n g i n e e r i n g 2 8 ( 2 0 0 6 124–130 Lu, R.K., 2000. Soil and Agricultural Chemistry Analysis. China Agriculture Press, Beijing (in Chinese. Mitsch, W.J., Horne, A.J., Nairn, R.W., 2000. Nitrogen and phosphorus retention in wetlands—ecological approaches to solving excess nutrient problems. Ecol. Eng. 14, 1–7. Pu, P., Hu, W., Yan, J., Wang, G., Hu, C., 1998. A physico-ecological engineering experiment for water treatment in a hypertrophic lake in China. Ecol. Eng. 10, 179–190. Ray, B.T., 1995. Environmental Engineering. PWS Publishing Company, New York, pp. 299–341. Sooknah, R.D., Wilkie, A.C., 2004. Nutrient removal by floating aquatic macrophytes cultured in anaerobically digested flushed dairy manure wastewater. Ecol. Eng. 22, 27–42. Van Munch, E.P., Land, P., Keller, J., 1996. Simultaneous nitrification and denitrification in bench-scale sequencing batch reactors. Water Sci. Technol. 20,277–284. Wang, C.X., Lin, H., Shi, K.H., 1999. Restoration of polluted river by pure oxygen aeration. Shanghai Environ. Sci. 18, 411–413 (in Chinese. Walpersdorf, E., Neumann, T., Stuben, D., 2004. Efficiency of natural calcite precipitation compared to lake marl application used for water quality improvement in an eutrophic lake. Appl. Geochem. 19, 1687–1698.。
外文翻译资料原文
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values +I and -1. Wave B is a sinusoidal wave with the same fundamental frequency. Multiplying the waves generates wave C, a function that is always positive. Fourier analysis will show that the square wave, A, has spectral power at the frequency of the sine wave, B, because the average value of this product function, C, is non-zero. Figure 2 shows a similar set of waves, except that wave A is a square wave inverted every third cycle. Wave B is the same sinusoid as before, and wave C is the product of the two waves. Wave C is the argument of the Fourier integral. Note that the average value of wave C is exactly zero. Modified square wave A has no spectral power at the frequency of sine wave B. Repeated inversion has suppressedthis frequency.
外文翻译--外文原文
外文翻译--外文原文MCU DescriptionSCM is also known as micro-controller (Microcontroller Unit), commonly used letters of the acronym MCU MCU that it was first used in industrial control. Only a single chip by the CPU chip developed from a dedicated processor. The first design is by a large number of peripherals and CPU on a chip in the computer system, smaller, more easily integrated into a complex and demanding on the volume control device which. INTEL's Z80 is the first designed in accordance with this idea processor, then on the development of microcontroller and dedicated processors have parted ways.Are 8-bit microcontroller early or 4 bits. One of the most successful is the INTEL 8031, for a simple, reliable and good performance was a lot of praise. Then developed in 8031 out of MCS51 MCU Systems. SCM systems based on this system until now is still widely used. With the increased requirements of industrial control field, began a 16-bit microcontroller, because the cost is not satisfactory but have not been very widely used. After 90 years with the great development of consumer electronics, microcontroller technology has been a huge increase. With INTEL i960 series, especially the later series of widely used ARM, 32-bit microcontroller quickly replace high-end 16-bit MCU status and enter the mainstream market. The traditional 8-bit microcontroller performance have been the rapid increase capacity increase compared to 80 the number of times. Currently, high-end 32-bit microcontroller clocked over 300MHz, the performance catching the mid-90's dedicated processor, while the average model prices fall to one U.S. dollars, the most high-end [1] model only 10 dollars. Modern SCM systems are no longer only in the development and use of bare metal environment, a large number of proprietary embedded operating system is widely used in the full range of SCM. The handheld computers and cell phones as the core processing of high-end microcontroller can even use a dedicated Windows and Linux operating systems.SCM is more suitable than the specific processor used in embedded systems, so it was up to the application. In fact the number of SCM is the world's largest computer. Modern human life used in almost every piece of electronic and mechanical products will be integrated single chip. Phone, telephone, calculator, home appliances, electronic toys, handheld computers and computer accessories such as a mouse with a 1-2 in both the Department of SCM. Personal computer will have a large number ofSCM in the work. General car with more than 40 SCM, complex industrial control systems may even have hundreds of SCM in the same time work! SCM is not only far exceeds the number of PC and other computing the sum, or even more than the number of human beingsSingle chip, also known as single-chip microcontroller, it is not complete a certain logic chips, but to a computer system integrated into a chip. Equivalent to a micro-computer, and computer than just the lack of a microcontroller I / O devices. General talk: a chip becomes a computer. Its small size, light weight, cheap, for the study, application and development of facilities provided. At the same time, learning to use the MCU is to understand the principle and structure of the computer the best choice.SCM and the computer functions internally with similar modules, such as CPU, memory, parallel bus, the same effect as well, and hard disk memory devices, and different is its performance of these components were relatively weak many of our home computer, but the price is low , usually not more than 10 yuan you can do with it ...... some control for a class is not very complicated electrical work is enough of. We are using automatic drum washing machine, smoke hood, VCD and so on appliances which could see its shadow! ...... It is primarily as a control section of the core componentsIt is an online real-time control computer, control-line is that the scene is needed is a stronger anti-jamming ability, low cost, and this is, and off-line computer (such as home PC), the main difference.Single chipMCU is through running, and can be modified. Through different procedures to achieve different functions, in particular special unique features, this is another device much effort needs to be done, some great efforts are very difficult to do. A not very complex functions if the 50's with the United States developed 74 series, or the 60's CD4000 series of these pure hardware buttoned, then the circuit must be a large PCB board! But if the United States if the 70's with a series of successful SCM market, the result will be a drastic change! Just because you are prepared by microcomputer programs can achieve high intelligence, high efficiency and high reliability!As the microcontroller on the cost-sensitive, so now the dominant software or the lowest level assembly language, which is the lowest level in addition to more than binary machine code language, and as so low why is the use? Many high-levellanguage has reached the level of visual programming Why is not it? The reason is simply that there is no home computer as a single chip CPU, not as hard as a mass storage device. A visualization of small high-level language program which even if only one button, will reach tens of K of size! For the home PC's hard drive in terms of nothing, but in terms of the MCU is not acceptable. SCM in the utilization of hardware resources to be very high for the job so although the original is still in the compilation of a lot of use. The same token, if the giant computer operating system and applications run up to get home PC, home PC, also can not afford to.Can be said that the twentieth century across the three "power" era, that is, the age of electricity, the electronic age and has entered into the computer age. However, this computer, usually refers to the personal computer, referred to as PC. It consists of the host, keyboard, monitor and other components. Another type of computer, most people do not know how. This computer is to give all kinds of intelligent machines single chip (also known as micro-controller). As the name suggests, this computer system took only a minimal integrated circuit, can be a simple operation and control. Because it is small, usually hidden in the charged mechanical "stomach" in. It is in the device, like the human brain plays a role, it goes wrong, the whole plant was paralyzed. Now, this microcontroller has a very broad field of use, such as smart meters, real-time industrial control, communications equipment, navigation systems, and household appliances. Once all kinds of products were using SCM, can serve to upgrade the effectiveness of products, often in the product name preceded by the adjective - "intelligent," such as intelligent washing machines. Now some technical personnel of factories or other amateur electronics developers to engage in out of certain products, not the circuit is too complicated, that function is too simple and can easily be copied. The reason may be stuck in the product did not use a microcontroller or other programmable logic device.SCM historySCM was born in the late 20th century, 70, experienced SCM, MCU, SoC three stages.First model1.SCM the single chip microcomputer (Single Chip Microcomputer) stage, mainly seeking the best of the best single form of embedded systems architecture. "Innovation model" success, laying the SCM and general computer completely different path of development. In the open road of independent development ofembedded systems, Intel Corporation contributed.2.MCU the micro-controller (Micro Controller Unit) stage, the main direction of technology development: expanding to meet the embedded applications, the target system requirements for the various peripheral circuits and interface circuits, highlight the object of intelligent control. It involves the areas associated with the object system, therefore, the development of MCU's responsibility inevitably falls on electrical, electronics manufacturers. From this point of view, Intel faded MCU development has its objective factors. In the development of MCU, the most famous manufacturers as the number of Philips Corporation.Philips company in embedded applications, its great advantage, the MCS-51 single-chip micro-computer from the rapid development of the micro-controller. Therefore, when we look back at the path of development of embedded systems, do not forget Intel and Philips in History.Embedded SystemsEmbedded system microcontroller is an independent development path, the MCU important factor in the development stage, is seeking applications to maximize the solution on the chip; Therefore, the development of dedicated single chip SoC trend of the natural form. As the microelectronics, IC design, EDA tools development, application system based on MCU SoC design have greater development. Therefore, the understanding of the microcontroller chip microcomputer can be, extended to the single-chip micro-controller applications.MCU applicationsSCM now permeate all areas of our lives, which is almost difficult to find traces of the field without SCM. Missile navigation equipment, aircraft, all types of instrument control, computer network communications and data transmission, industrial automation, real-time process control and data processing, extensive use of various smart IC card, civilian luxury car security system, video recorder, camera, fully automatic washing machine control, and program-controlled toys, electronic pet, etc., which are inseparable from the microcontroller. Not to mention the area of robot control, intelligent instruments, medical equipment was. Therefore, the MCU learning, development and application of the large number of computer applications and intelligent control of the scientists, engineers.SCM is widely used in instruments and meters, household appliances, medical equipment, aerospace, specialized equipment, intelligent management and processcontrol fields, roughly divided into the following several areas:1. In the application of Intelligent InstrumentsSCM has a small size, low power consumption, controlling function, expansion flexibility, the advantages of miniaturization and ease of use, widely used instrument, combining different types of sensors can be realized Zhuru voltage, power, frequency, humidity, temperature, flow, speed, thickness, angle, length, hardness, elemental, physical pressure measurement. SCM makes use of digital instruments, intelligence, miniaturization, and functionality than electronic or digital circuits more powerful. Such as precision measuring equipment (power meter, oscilloscope, various analytical instrument).2. In the industrial control applicationWith the MCU can constitute a variety of control systems, data acquisition system. Such as factory assembly line of intelligent control3. In Household AppliancesCan be said that the appliances are basically using SCM, praise from the electric rice, washing machines, refrigerators, air conditioners, color TV, and other audio video equipment, to the electronic weighing equipment, varied, and omnipresent.4. In the field of computer networks and communications applicationsMCU general with modern communication interface, can be easy with the computer data communication, networking and communications in computer applications between devices had excellent material conditions, are basically all communication equipment to achieve a controlled by MCU from mobile phone, telephone, mini-program-controlled switchboards, building automated communications call system, train radio communication, to the daily work can be seen everywhere in the mobile phones, trunked mobile radio, walkie-talkies, etc.5. Microcomputer in the field of medical device applicationsSCM in the use of medical devices is also quite extensive, such as medical respirator, the various analyzers, monitors, ultrasound diagnostic equipment and hospital beds, etc. call system.6. In a variety of major appliances in the modular applicationsDesigned to achieve some special single specific function to be modular in a variety of circuit applications, without requiring the use of personnel to understand its internal structure. If music integrated single chip, seemingly simple function, miniature electronic chip in the net (the principle is different from the tape machine),you need a computer similar to the principle of the complex. Such as: music signal to digital form stored in memory (like ROM), read by the microcontroller, analog music into electrical signals (similar to the sound card).In large circuits, modular applications that greatly reduce the volume, simplifies the circuit and reduce the damage, error rate, but also easy to replace.7. Microcontroller in the application field of automotive equipmentSCM in automotive electronics is widely used, such as a vehicle engine controller, CAN bus-based Intelligent Electronic Control Engine, GPS navigation system, abs anti-lock braking system, brake system, etc..In addition, the MCU in business, finance, research, education, national defense, aerospace and other fields has a very wide range of applications.Application of six important part of learningMCU learning an important part of the six applications1, Bus:We know that a circuit is always made by the devices connected by wires, in analog circuits, the connection does not become a problem because the device is a serial relationship between the general, the device is not much connection between the , but the computer is not the same circuit, it is a microprocessor core, the device must be connected with the microprocessor, the device must be coordination between, so they need to connect on a lot, as if still analog circuit like the microprocessor and devices in the connection between the individual, the number of lines will be a little more surprising, therefore the introduction of the microprocessor bus Zhong Each device Gongtong access connections, all devices 8 Shuju line all received eight public online, that is the equivalent of all devices together in parallel, but only this does not work, if there are two devices send data at the same time, a 0, a 1, then, whether the receiver received what is it? This situation is not allowed, so to be controlled by controlling the line, time-sharing the device to work at any time only one device to send data (which can have multiple devices to receive both). Device's data connection is known as the data bus, the device is called line of control all the control bus. Internal or external memory in the microcontroller and other devices have memory cells, the memory cell to be assigned addresses, you can use, distribution, of course, to address given in the form of electrical signals, and as more memory cells, so, for the address allocation The line is also more of these lines is called the address bus.Second, data, address, command:The reason why these three together because of the nature of these three are the same - the number, or are a string of '0 'and '1' form the sequence. In other words, addresses, instructions are also data. Instruction: from single chip designer provides a number of commonly used instructions with mnemonic we have a strict correspondence between the developer can not be changed by the MCU. Address: the search for MCU internal, external storage units, input and output port based on the address of the internal unit value provided by the chip designer is good, can not be changed, the external unit can be single chip developers to decide, but there are a number of address units is a must (see procedures for the implementation of the process).Third, P0 port, P2 and P3 of the second function I use:Beginners often on the P0 port, P2 and P3 port I use the second function puzzled that the second function and have a switch between the original function of the process, or have a directive, in fact, the port The second feature is automatic, do not need instructions to convert. Such as P3.6, P3.7 respectively WR, RD signal, when the microchip processing machines external RAM or external I / O port, they are used as a second function, not as a general-purpose I / O port used, so long as a A microprocessor implementation of the MOVX instruction, there will be a corresponding signal sent from the P3.6 or P3.7, no prior use of commands. In fact 'not as a general-purpose I / O port use' is also not a 'no' but (user) 'not' as a general-purpose I / O port to use. You can arrange the order of a SETB P3.7's instructions, and when the MCU execution to the instruction, the also make P3.7 into a high, but users will not do so because this is usually will cause the system to collapse.Fourth, the program's implementation:Reduction in power after the 8051 microcontroller within the program counter (PC) in the value of 0000 ', the process is always from the 0000' units started, that is: the system must exist in ROM 0000 'this unit , and in 0000 'unit must be stored in a single instruction.5, the stack:Stack is a region, is used to store data, there is no special about the region itself is a part of internal RAM, special access to its data storage and the way that the so-called 'advanced post out backward first out ', and the stack has a special data transmission instructions that' PUSH 'and' POP ', has a special expertise in its servicesunit, that is, the stack pointer SP, whenever a PUSH instruction execution, SP on (in the Based on the original value) automatically add 1, whenever the implementation of a POP instruction, SP will (on the basis of the original value) automatically by 1. As the SP values can be changed with the instructions, so long as the beginning of the process to change the value of the SP, you can set the stack memory unit required, such as the program begins, with an MOV SP, # 5FH instructions When set on the stack starting from the memory unit 60H unit. There is always the beginning of the general procedure with such a directive to set the stack pointer, because boot, SP initial value of 07H, 08H This unit from the beginning to stack next, and 08H to 1FH 8031 is the second in the region, three or four working register area, often used, this will lead to confusion of data. Different authors when writing programs, initialize the stack is not exactly the same directive, which is the author's habit. When set up the stack zone, does not mean that the region become a special memory, it can still use the same memory region as normal, but generally the programmer does not regard it as an ordinary memory used.From the world of radio in the world to a single chipModern computer technology, industrial revolution, the world economy from the capital into the economy to knowledge economy. Field in the electronic world, from the 20th century into the era of radio to computer technology in the 21st century as the center of the intelligent modern era of electronic systems. The basic core of modern electronic systems are embedded computer systems (referred to as embedded systems), while the microcontroller is the most typical and most extensive and most popular embedded systems.First, radio has created generations of excellence in the worldFifties and sixties in the 20th century, the most representative of the advanced electronic technology is wireless technology, including radio broadcasting, radio, wireless communications (telegraph), Amateur Radio, radio positioning, navigation and other telemetry, remote control, remote technology. Early that these electronic technology led many young people into the wonderful digital world, radio show was a wonderful life, the prospects for science and technology. Electronics began to form a new discipline. Radio electronics, wireless communications began e-world journey. Radio technology not only as a representative of advanced science and technology at that time, but also from popular to professional fields of science, attracting the young people and enable them to find a lot of fun. Ore from the bedside to thesuperheterodyne radio radio; report issued from the radio amateur radio stations; from the telephone, electric bell to the radio control model. Became popular youth radio technology, science and technology education is the most popular and most extensive content. So far, many of the older generation of engineers, experts, Professor of the year are radio enthusiasts. Fun radio technology, radio technology, comprehensive training, from basic principles of electronics, electronic components to the radio-based remote control, telemetry, remote electronic systems, has trained several generations of technological excellence.Second, from the popularity of the radio era to era of electronic technologyThe early radio technology to promote the development of electronic technology, most notably electronic vacuum tube technology to semiconductor electronic technology. Semiconductor technology to realize the active device miniaturization and low cost, so more popular with radio technology and innovation, and to greatly broaden the number of non-radio-control areas.The development of semiconductor technology lead to the production of integrated circuit, forming the modern electronic technology leap from discrete electronics into the era of era of integrated circuits. Electronic design engineers no longer use the discrete electronic components designed circuit modules, and direct selection of integrated circuit components constitute a single system. They freed the design of the circuit unit dedicated to system design, greatly liberating the productive forces of science and technology, promote the wider spread of electronic systems.Semiconductor integrated circuits in the basic digital logic circuits first breakthrough.A large number of digital logic circuits, such as gates, counters, timers, shift registers, and analog switches, comparators, etc., for the electronic digital control provides excellent conditions for the traditional mechanical control to electronic control. Power electronic devices and sensor technology to make the original to the radio as the center of electronic technology turned to mechanical engineering in the field of digital control systems, testing in the field of information collection, movement of electrical mechanical servo drive control object.Semiconductor and integrated circuit technology will bring us a universal age of electronic technology, wireless technology as the field of electronic technology a part of.70 years into the 20th century, large scale integrated circuit appeared to promotethe conventional electronic circuit unit-specific electronic systems development. Many electronic systems unit into a dedicated integrated devices such as radios, electronic clocks, calculators, electronic engineers in these areas from the circuit, the system designed to debug into the device selection, peripheral device adapter work. Electronic technology, and electronic products enriched, electronic engineers to reduce the difficulty, but at the same time, radio technology, electronic technology has weakened the charm. The development of semiconductor integrated circuits classical electronic systems are maturing, remain in the large scale integrated circuit other than the shrinking of electronic technology, electronic technology is not the old days of radio fun times and comprehensive engineering training.Third, from the classic era of electronic technology to modern electronic technology of the times80 years into the 20th century, the century of economic change is the most important revolution in the computer. The computer revolution in the most important sign is the birth of the computer embedded applications. Modern computer numerical requirements should be born. A long period of time, is to develop the massive computer numerical duty. But the computer shows the logic operation, processing, control, attracting experts in the field of electronic control, they want development to meet the control object requirements of embedded applications, computer systems. If you meet the massive data-processing computer system known as general-purpose computer system, then the system can be the embedded object (such as ships, aircraft, motorcycles, etc.) in a computer system called the embedded computer. Clearly, both the direction of technology development are different. The former requires massive data storage, handling, processing and analysis of high-speed data transmission; while the latter requires reliable operation in the target environment, the external physical parameters on high-speed acquisition, analysis and processing logic and the rapid control of external objects. It will add an early general-purpose computer data acquisition unit, the output driver circuit reluctance to form a heat treatment furnace temperature control system. This general-purpose computer system is not possible for most of the electronic system used, and to make general-purpose computer system meets the requirements of embedded applications, will inevitably affect the development of high-speed numeric processing. In order to solve the contradiction between the development of computer technology, in the 20th century 70s, semiconductor experts another way, in full accordance with the electronic systemembedded computer application requirements, a micro-computer's basic system on a chip, the formation of the early SCM (Single Chip Microcomputer). After the advent of single chip in the computer industry began to appear in the general-purpose computer systems and embedded systems the two branches. Since then, both the embedded system, or general-purpose computer systems have been developed rapidly.Although the early general-purpose computer converted the embedded computer systems, and real embedded system began in the emergence of SCM. Because the microcontroller is designed specifically for embedded applications, the MCU can only achieve embedded applications. MCU embedded applications that best meet environmental requirements, for example, chip-level physical space, large-scale integrated circuits low-cost, good peripheral interface bus and outstanding control of instruction.A computer system microcontroller core, embedded electronic systems, intelligent electronic systems for the foundation. Therefore, the current single chip electronic system in widespread use of electronic systems to enable rapid transition to the classical modern intelligent electronic systems.4, single chip to create the modern era of electronic systemsA microcontroller and embedded systemsEmbedded computer systems from embedded applications, embedded systems for early general-purpose computer adapted to the object system embedded in a variety of electronic systems, such as the ship's autopilot, engine monitoring systems. Embedded system is primarily a computer system, followed by it being embedded into the object system, objects in the object system to achieve required data collection, processing, status display, the output control functions, as embedded in the object system, embedded system computer does not have an independent form and function of the computer. SCM is entirely in accordance with the requirements of embedded system design, so SCM is the most typical embedded systems. SCM is the early application of technical requirements in accordance with the design of embedded computer chip integration, hence the name single chip. Subsequently, the MCU embedded applications to meet the growing demands of its control functions and peripheral interface functions, in particular, highlight the control function, so has international name the single chip microcontroller (MCU, Microcontroller Unit).2 MCU modern electronic systems consisting of electronic systems will become mainstream。
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参考文献也要翻译成中文!An Energy-Efficient Cooperative Algorithm for Data Estimation inWireless Sensor NetworksAbstract – In Wireless Sensor Networks (WSN), nodes operate on batteries and network’s lifetime depends on energy consumption of the nodes. Consider the class of sensor networks where all nodes sense a single phenomenon at different locations and send messages to a Fusion Center (FC) in order to estimate the actual information. In classical systems all data processing tasks are done in the FC and there is no processing or compression before transmission. In the proposed algorithm, network is divided into clusters and data processing is done in two parts. The first part is performed in each cluster at the sensor nodes after local data sharing and the second part will be done at the Fusion Center after receiving all messages from clusters. Local data sharing results in more efficient data transmission in terms of number of bits. We also take advantage of having the same copy of data at all nodes of each cluster and suggest a virtual Multiple-Input Multiple-Output (V-MIMO) architecture for data transmission from clusters to the FC. A Virtual-MIMO network is a set of distributed nodes each having one antenna. By sharing their data among themselves, these nodes turn into a classical MIMO system. In the previously proposed cooperative/virtual MIMO architectures there has not been any data processing or compression in the conference phase. We modify the existing VMIMO algorithms to suit the specific class of sensor networks that is of our concern. We use orthogonal Space-Time Block Codes (STBC) for MIMO part and by simulation show that this algorithm saves considerable energy compared to classical systems.I. INTRODUCTIONA typical Wireless Sensor Network consists of a set of small, low-cost and energy-limited sensor nodes which are deployed in a field in order to observe a phenomenon and transmit it to a Fusion Center (FC). These sensors are deployed close to one another and their readings of the environment are highly correlated. Their objective is to report a descriptive behavior of the environment based on all measurements to the Fusion Center. This diversity in measurement lets the system become more reliable and robust against failure. In general, each node is equipped with a sensing device, a processor and a communication module (which can be either a transmitter or transmitter/receiver).Sensor nodes are equipped with batteries and are supposed to work for a long period of time without battery replacement. Thus, they are limited in energy and one of the most important issues in designing sensor networks will be the energy consumption of the sensor nodes. To deal with this problem, we might either reduce the number of bits to be transmitted by source compression or reduce the required power for transmission by applying advanced transmission techniques while satisfying certain performance requirement.A lot of research has been done in order to take advantage of the correlation among sensors’ data for reducing the number of bits to be transmitted. Some are based on distributed source coding[1]while others use decentralized estimation[2-5]. In [1], authors present an efficient algorithm that applies distributed compression based on Slepian – Wolf[14] encoding technique and use an adaptive signal processing algorithm to track correlation among sensors data. In [2-5] the problem of decentralized estimation in sensor networks has been studied under different constraints. In these algorithms, sensors perform a local quantization on their data considering that their observations are correlated with that of other sensors. They produce a binary message and send it to the FC. FC combines these messages based on the quantization rules used at the sensor nodes and estimates the unknown parameter. Optimal local quantization and final fusion rules are investigated in these works. The distribution of data assumed for sensor observation in these papers has Uniform probability distribution function. In our model we consider Gaussian distribution introduced in [17] for sensor measurements which ismore likely to reality.As an alternative approach, some works have been done using energy-efficient communication techniques such as cooperative/virtual Multiple-Input Multiple-Output (MIMO) transmission in sensor networks [6-11]. In these works, as each sensor is equipped with one antenna, nodes are able to form a virtual MIMO system by performing cooperation with others. In [6] the application of MIMO techniques in sensor networks based on Alamouti[15] space-time block codes was introduced. In [8,9] energy-efficiency of MIMO techniques has been explored analytically and in [7] a combination of distributed signal processing algorithm presented and in [1] cooperative MIMO was studied.In this paper, we consider both techniques of compression and cooperative transmission at the same time. We reduce energy consumption in two ways; 1) processing data in part at the transmitting side, which results in removing redundant information thus having fewer bits to be transmitted and 2) reducing required transmission energy by applying diversity and Space-Time coding. Both of these goals will be achieved by our proposed two-phase algorithm. In our model, the objective is to estimate the unknown parameter which is basically the average of all nodes’ measurements. That is, exact measurements of individual nodes are not important and it is not necessary to spend a lot of energy and bandwidth to transmit all measured data with high precision to the FC. We can move some part of data processing to the sensors side. This can be done by local data sharing among sensors. We divide the network into clusters of ‘m’ members. The number of members in the cluster (m) is both the compression factor in data processing and also the diversity order in virtual-MIMO architecture. The remaining of this paper is organized as following: in section II we introduce our system model and basic assumptions. In section III we propose our collaborative algorithm. In section IV we present the mathematical analysis of the proposed algorithm and in section V we give some numerical simulations. Finally section VI concludes the paper.II. SYSTEM MODELA. Network ModelThe network model that we use is similar to the one presented in [2-5].Our network consists of N distributed Sensor Nodes (SN) and a Fusion Center (FC). Sensors are deployed uniformly in the field, close to one another and each taking observations on an unknown parameter (θ). Fusion Center is located far from the nodes. All nodes observe same phenomenon but with different measurements. These nodes together with the Fusion Center are supposed to find the value of the unknown parameter. Nodes send binary messages to Fusion Center. FC will process the received messages and estimate the unknown value.B. Data ModelIn our formulation we use the data model introduced in[17]. We assume that all sensors observe the same phenomenon (θ) which has Gaussian distribution with variance σx 2. They observe different versions of θ and we model this difference as an additive zero mean Gaussian noisewith variance σn 2. Therefore, sensor observations will be described byn i i θx += (1) Where θ ~ N (0, σx 2) and n i ~ N (0, σn 2) for i = 1, 2, … , N .Based on thisassumption the value of θ can be estimated by taking the numerical average of the nodes observations, i.e.∑==N i i x N 11θ(2)C. Reference System ModelOur reference system consists of N conventional Single Input Single Output (SISO) wireless links, each connecting one of the sensor nodes to the FC. For the reference system we do not consider any communication or cooperation among the sensors. Therefore each sensor quantizes its observation by an L-bit scalar quantizer designed for distribution of θ, generates a message of length L and transmits it directly to the FC. Fusion Center receives all messages and performs the processing, which is calculation of the numerical average of these messages.III. COOPERATIVE DATA PROCESSING ALGORITHMSensor readings are analog quantities. Therefore, each sensor has to compress its data into several bits. For data compression we use L -bit scalar quantizer [12,13].In our algorithm, network is divided into clusters, each cluster having a fixed and pre-defined number of members (m). Members of each cluster are supposed to cooperate with one another in two ways:1. Share, Process and Compress their data2. Cooperatively transmit their processed data using virtual MIMO.IV. ANALYSISThe performance metric considered in our analysis is the total distortion due to compression and errors occurred during transmission. The first distortion is due to finite length quantizer, used in each sensor to represent the analog number by L bits. This distortion depends on the design of quantizer.We consider a Gaussian scalar quantizer which is designed over 105 randomly generated samples. The second distortion is due to errors occurred during transmission through the channel. In our system, this distortion is proportional to the probability of bit error. Since the probability of bit error (Pe) is a function of transmission energy per bit (Eb), total distortion will be a function of Eb. In this section we characterize the transmission and total consumed energy of sensors and find the relationship between distortion and probability of bit error.V. SIMULATION AND NUMERICAL RESULTS To give a numerical example, we assume m = 4 members in each cluster. Therefore our Virtual-MIMO scheme will consist of 4 transmit antennas. We assume that network has N = 32 sensors. Sensor observations are Gaussian with σx2= 1 and are added to a Gaussian noise of σn2= 0.1 .Nodes are deployed uniformly in the field and are 2 meters apart from each other and the Fusion Center is located 100 meters away from the center of the field. The values for circuit parameters are quoted from [6] and are listed in Table I. These parameters depend on the hardware design and technological advances. Fig. 1 illustrates the performance (Distortion) of reference system and proposed two-phase V-MIMO scheme versus transmission energy consumption in logarithmic scale. As shown in the figures, depending on how much precision is needed in the system, we can save energy by applying the proposed algorithm.TABLE IFig. 2 illustrates the Distortion versus total energy consumption of sensor nodes. That is, in this figure we consider both the transmission and circuit energy consumption. The parameters that lead us to these results may be designed to give better performance than presented here. However, from these figures we can conclude that the proposed algorithm outperforms the reference system when we want to have distortion less than 10−3 and it can save energy as high as 10 dB.VI. CONCLUSIONIn this paper we proposed a novel algorithm which takes advantage of cooperation among sensor nodes in two ways: it not only compresses the set of sensor messages at the sensor nodes into one message, appropriate for final estimation but also encodes them into orthogonal space-time symbols which are easy to decode and energy-efficient. 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外文文献翻译原文+译文
外文文献翻译原文Analysis of Con tin uous Prestressed Concrete BeamsChris BurgoyneMarch 26, 20051、IntroductionThis conference is devoted to the development of structural analysis rather than the strength of materials, but the effective use of prestressed concrete relies on an appropriate combination of structural analysis techniques with knowledge of the material behaviour. Design of prestressed concrete structures is usually left to specialists; the unwary will either make mistakes or spend inordinate time trying to extract a solution from the various equations.There are a number of fundamental differences between the behaviour of prestressed concrete and that of other materials. Structures are not unstressed when unloaded; the design space of feasible solutions is totally bounded;in hyperstatic structures, various states of self-stress can be induced by altering the cable profile, and all of these factors get influenced by creep and thermal effects. How were these problems recognised and how have they been tackled?Ever since the development of reinforced concrete by Hennebique at the end of the 19th century (Cusack 1984), it was recognised that steel and concrete could be more effectively combined if the steel was pretensioned, putting the concrete into compression. Cracking could be reduced, if not prevented altogether, which would increase stiffness and improve durability. Early attempts all failed because the initial prestress soon vanished, leaving the structure to be- have as though it was reinforced; good descriptions of these attempts are given by Leonhardt (1964) and Abeles (1964).It was Freyssineti’s observations of the sagging of the shallow arches on three bridges that he had just completed in 1927 over the River Allier near Vichy which led directly to prestressed concrete (Freyssinet 1956). Only the bridge at Boutiron survived WWII (Fig 1). Hitherto, it had been assumed that concrete had a Young’s modulus which remained fixed, but he recognised that the de- ferred strains due to creep explained why the prestress had been lost in the early trials. Freyssinet (Fig. 2) also correctly reasoned that high tensile steel had to be used, so that some prestress would remain after the creep had occurred, and alsothat high quality concrete should be used, since this minimised the total amount of creep. The history of Freyssineti’s early prestressed concrete work is written elsewhereFigure1:Boutiron Bridge,Vic h yFigure 2: Eugen FreyssinetAt about the same time work was underway on creep at the BRE laboratory in England ((Glanville 1930) and (1933)). It is debatable which man should be given credit for the discovery of creep but Freyssinet clearly gets the credit for successfully using the knowledge to prestress concrete.There are still problems associated with understanding how prestressed concrete works, partly because there is more than one way of thinking about it. These different philosophies are to some extent contradictory, and certainly confusing to the young engineer. It is also reflected, to a certain extent, in the various codes of practice.Permissible stress design philosophy sees prestressed concrete as a way of avoiding cracking by eliminating tensile stresses; the objective is for sufficient compression to remain after creep losses. Untensionedreinforcement, which attracts prestress due to creep, is anathema. This philosophy derives directly from Freyssinet’s logic and is primarily a working stress concept.Ultimate strength philosophy sees prestressing as a way of utilising high tensile steel as reinforcement. High strength steels have high elastic strain capacity, which could not be utilised when used as reinforcement; if the steel is pretensioned, much of that strain capacity is taken out before bonding the steel to the concrete. Structures designed this way are normally designed to be in compression everywhere under permanent loads, but allowed to crack under high live load. The idea derives directly from the work of Dischinger (1936) and his work on the bridge at Aue in 1939 (Schonberg and Fichter 1939), as well as that of Finsterwalder (1939). It is primarily an ultimate load concept. The idea of partial prestressing derives from these ideas.The Load-Balancing philosophy, introduced by T.Y. Lin, uses prestressing to counter the effect of the permanent loads (Lin 1963). The sag of the cables causes an upward force on the beam, which counteracts the load on the beam. Clearly, only one load can be balanced, but if this is taken as the total dead weight, then under that load the beam will perceive only the net axial prestress and will have no tendency to creep up or down.These three philosophies all have their champions, and heated debates take place between them as to which is the most fundamental.2、Section designFrom the outset it was recognised that prestressed concrete has to be checked at both the working load and the ultimate load. For steel structures, and those made from reinforced concrete, there is a fairly direct relationship between the load capacity under an allowable stress design, and that at the ultimate load under an ultimate strength design. Older codes were based on permissible stresses at the working load; new codes use moment capacities at the ultimate load. Different load factors are used in the two codes, but a structure which passes one code is likely to be acceptable under the other.For prestressed concrete, those ideas do not hold, since the structure is highly stressed, even when unloaded. A small increase of load can cause some stress limits to be breached, while a large increase in load might be needed to cross other limits. The designer has considerable freedom to vary both the working load and ultimate load capacities independently; both need to be checked.A designer normally has to check the tensile and compressive stresses, in both the top and bottom fibre of the section, for every load case. The critical sections are normally, but not always, the mid-span and the sections over piers but other sections may become critical ,when the cable profile has to be determined.The stresses at any position are made up of three components, one of which normally has a different sign from the other two; consistency of sign convention is essential.If P is the prestressing force and e its eccentricity, A and Z are the area of the cross-section and its elastic section modulus, while M is the applied moment, then where ft and fc are the permissible stresses in tension and compression.c e t f ZM Z P A P f ≤-+≤Thus, for any combination of P and M , the designer already has four in- equalities to deal with.The prestressing force differs over time, due to creep losses, and a designer isusually faced with at least three combinations of prestressing force and moment;• the applied moment at the time the prestress is first applied, before creep losses occur,• the maximum applied moment after creep losses, and• the minimum applied moment after creep losses.Figure 4: Gustave MagnelOther combinations may be needed in more complex cases. There are at least twelve inequalities that have to be satisfied at any cross-section, but since an I-section can be defined by six variables, and two are needed to define the prestress, the problem is over-specified and it is not immediately obvious which conditions are superfluous. In the hands of inexperienced engineers, the design process can be very long-winded. However, it is possible to separate out the design of the cross-section from the design of the prestress. By considering pairs of stress limits on the same fibre, but for different load cases, the effects of the prestress can be eliminated, leaving expressions of the form:rangestress e Perm issibl Range Mom entZ These inequalities, which can be evaluated exhaustively with little difficulty, allow the minimum size of the cross-section to be determined.Once a suitable cross-section has been found, the prestress can be designed using a construction due to Magnel (Fig.4). The stress limits can all be rearranged into the form:()M fZ PA Z e ++-≤1 By plotting these on a diagram of eccentricity versus the reciprocal of the prestressing force, a series of bound lines will be formed. Provided the inequalities (2) are satisfied, these bound lines will always leave a zone showing all feasible combinations of P and e. The most economical design, using the minimum prestress, usually lies on the right hand side of the diagram, where the design is limited by the permissible tensile stresses.Plotting the eccentricity on the vertical axis allows direct comparison with the crosssection, as shown in Fig. 5. Inequalities (3) make no reference to the physical dimensions of the structure, but these practical cover limits can be shown as wellA good designer knows how changes to the design and the loadings alter the Magnel diagram. Changing both the maximum andminimum bending moments, but keeping the range the same, raises and lowers the feasible region. If the moments become more sagging the feasible region gets lower in the beam.In general, as spans increase, the dead load moments increase in proportion to the live load. A stage will be reached where the economic point (A on Fig.5) moves outside the physical limits of the beam; Guyon (1951a) denoted the limiting condition as the critical span. Shorter spans will be governed by tensile stresses in the two extreme fibres, while longer spans will be governed by the limiting eccentricity and tensile stresses in the bottom fibre. However, it does not take a large increase in moment ,at which point compressive stresses will govern in the bottom fibre under maximum moment.Only when much longer spans are required, and the feasible region moves as far down as possible, does the structure become governed by compressive stresses in both fibres.3、Continuous beamsThe design of statically determinate beams is relatively straightforward; the engineer can work on the basis of the design of individual cross-sections, as outlined above. A number of complications arise when the structure is indeterminate which means that the designer has to consider, not only a critical section,but also the behaviour of the beam as a whole. These are due to the interaction of a number of factors, such as Creep, Temperature effects and Construction Sequence effects. It is the development of these ideas whichforms the core of this paper. The problems of continuity were addressed at a conference in London (Andrew and Witt 1951). The basic principles, and nomenclature, were already in use, but to modern eyes concentration on hand analysis techniques was unusual, and one of the principle concerns seems to have been the difficulty of estimating losses of prestressing force.3.1 Secondary MomentsA prestressing cable in a beam causes the structure to deflect. Unlike the statically determinate beam, where this motion is unrestrained, the movement causes a redistribution of the support reactions which in turn induces additional moments. These are often termed Secondary Moments, but they are not always small, or Parasitic Moments, but they are not always bad.Freyssinet’s bridge across the Marne at Luzancy, started in 1941 but not completed until 1946, is often thought of as a simply supported beam, but it was actually built as a two-hinged arch (Harris 1986), with support reactions adjusted by means of flat jacks and wedges which were later grouted-in (Fig.6). The same principles were applied in the later and larger beams built over the same river.Magnel built the first indeterminate beam bridge at Sclayn, in Belgium (Fig.7) in 1946. The cables are virtually straight, but he adjusted the deck profile so that the cables were close to the soffit near mid-span. Even with straight cables the sagging secondary momentsare large; about 50% of the hogging moment at the central support caused by dead and live load.The secondary moments cannot be found until the profile is known but the cablecannot be designed until the secondary moments are known. Guyon (1951b) introduced the concept of the concordant profile, which is a profile that causes no secondary moments; es and ep thus coincide. Any line of thrust is itself a concordant profile.The designer is then faced with a slightly simpler problem; a cable profile has to be chosen which not only satisfies the eccentricity limits (3) but is also concordant. That in itself is not a trivial operation, but is helped by the fact that the bending moment diagram that results from any load applied to a beam will itself be a concordant profile for a cable of constant force. Such loads are termed notional loads to distinguish them from the real loads on the structure. Superposition can be used to progressively build up a set of notional loads whose bending moment diagram gives the desired concordant profile.3.2 Temperature effectsTemperature variations apply to all structures but the effect on prestressed concrete beams can be more pronounced than in other structures. The temperature profile through the depth of a beam (Emerson 1973) can be split into three components for the purposes of calculation (Hambly 1991). The first causes a longitudinal expansion, which is normally released by the articulation of the structure; the second causes curvature which leads to deflection in all beams and reactant moments in continuous beams, while the third causes a set of self-equilibrating set of stresses across the cross-section.The reactant moments can be calculated and allowed-for, but it is the self- equilibrating stresses that cause the main problems for prestressed concrete beams. These beams normally have high thermal mass which means that daily temperature variations do not penetrate to the core of the structure. The result is a very non-uniform temperature distribution across the depth which in turn leads to significant self-equilibrating stresses. If the core of the structure is warm, while the surface is cool, such as at night, then quite large tensile stresses can be developed on the top and bottom surfaces. However, they only penetrate a very short distance into the concrete and the potential crack width is very small. It can be very expensive to overcome the tensile stress by changing the section or the prestress。
王德龙外文翻译原文
DC Switching Power Supply Protection Technology1、IntroductionDC switching regulator used in the price of more expensive high-power switching devices,the control circuit is also more complex,In addition,the load switching regulators are generally used a large number of highly integrated electronic systems installed devices. Transistors and integrated device tolerance electricity,less heat shocks.Switching Regulators therefore should take into account the protection of voltage regulators and load their own safety.Many different types of circuit protection,polarity protection,introduced here,the program protection,over-current protection,over-voltage protection,under-voltage protection and over-temperature protection ually chosen to be some combination of protection,constitutes a complete protection system.2、polarity protectionDC switching regulator input are generally not regulated DC power supply.Operating errors or accidents as a result of the situation will take its wrong polarity,switching power supply will be damaged.Polarity protection purposes,is to make the switching regulator only when the correct polarity is not connected to DC power supply regulator to work at. Connecting a single device can achieve power polarity protection.Since the diode D to flow through switching regulator input total current,this circuit applied in a low-power switching regulator more suitable.Power in the larger occasion,while the polarity protection circuit as a procedure to protect a link,save the power required for polarity protection diodes,power consumption will be reduced.In order to easy to operate,make it easier to identify the correct polarity or not,collect the next light.3、procedures to protectSwitching power supply circuit is rather complicated,basically can be divided into low-power and high-power part of the control part of the switch.Switch is a high-power transistors,for the protection of the transistor switch is turned on or off power safety,we must first modulator,amplifier and other low-power control circuit.To this end,the boot to ensure the correct procedures.Switching Regulators generally take the input of a small inductor,the input filter capacitor.Moment in the boot,filter capacitor will flow a lot of surge current,the surge current can be several times more than the normal input current. Such a large surge current may contact the general power switch or relay contact melting,and the input fuse fuse.In addition,the capacitor surge current will damage to shorten the life span of premature damage.To this end,the boot should be access to a current limiting resistor,through the current limiting resistor to capacitor charging.In order not to make the current limiting resistor excessive power consumption,thus affecting the normal switching regulator,and the transient process in the boot after a short period then automatically relays it to DC power supply directly to the switching regulator power supply.This circuit switching regulator called a"soft start"circuit.Switching regulator control circuit of the logic components required or op-amp auxiliary power supply.To this end,the auxiliary power supply must be in the switch circuit. This control circuit can be used to ensure the boot.Normal boot process is:to identify the polarity of input power,voltage protection procedures→boot→auxiliary power supply circuit and through current limiting resistor R of the switching regulator input capacitor C→charge modulation switching regulator circuit,→short-circuit current limiting resistor stability switching regulator.In the switching regulator,the machines just because the output capacitance,and charge to the rated output voltage value of the need for a certain period of time.During this time, sampling the output amplifier with low input voltage sampling,closed-loop regulation characteristics of the system will force the switching of the transistor conduction time lengthened,so that switching transistor during this period will tend to continuous conduction, and easily damaged.To this end,the requirements of this paragraph in the boot time,the switch to switch the output modulation circuit transistor base drive signal of the pulse width modulation,can guarantee the switching transistor by the cut-off switches are becoming more and more normal state,therefore the protection of the setting up of a boot to tie in with the soft start.4、over-current protectionWhen the load short-circuit,overload control circuit failure or unforeseen circumstances,such as would cause the flow of switching voltage regulator transistor current is too large,so that increased power tubes,fever,if there is no over-current protection device, high power switching transistor may be damaged.Therefore,the switching regulator in the over-current protection is commonly used.The most economical way is to use simple fuse. As a result of the heat capacity of small transistors,general fuse protection in general can not play a role in the rapid fuse common fuse.This method has the advantage of the protectionof vulnerable,but it needs to switch transistor in accordance with specific security requirements of the work area to select the fuse specifications.This disadvantage is over-current protection measures brought about by the inconvenience of frequent replacement of fuses.Linear voltage regulator commonly used in the protection and current limiting to protect the cut-off in the switching regulator can be applied.However,according to the characteristics of switching regulators,the protection circuit can not directly control the output transistor switches,and overcurrent protection must be converted to pulse output commands to control the modulator to protect the transistor switch.In order to achieve over-current protection are generally required sampling resistor in series in the circuit,this will affect the efficiency of power supply,so more for low-power switching regulator of occasions.In the high-power switching power supply,by taking into account the power consumption should be avoided as far as possible access to the sampling resistor.Therefore, there will usually be converted to over-current protection,and under-voltage protection.5、over-voltage protectionSwitching regulator's input over-voltage protection,including over-voltage protection and output over-voltage protection.Switching regulator is not used in DC power supply voltage regulator and rectifier,such as battery voltage,if too high,so switching regulator is not working properly,or even damage to internal devices,therefore,it is necessary to use the input over-voltage protection ing transistors and relays protection circuit.In the circuit,when the input DC power supply voltage higher than the voltage regulator diode breakdown voltage value,the breakdown voltage regulator tube,a current flowing through resistor R,so that V turn-on transistor,relay,normally closed contact off open,cut off the input.Voltage regulator voltage regulator which controls the value of Vz= ESrmax-UBE.The polarity of input power with the input protection circuit can be combined with over-voltage protection,polarity protection constitute a differential circuit and overvoltage protection.Output over-voltage protection switching power supply is essential.In particular,for the5V output of the switching regulator,it is a lot of load on a high level of integration of the logic device.If at work,switching regulator sudden damage to the switch transistor,the output potential may be increased immediately to the importation of non-regulated DC power supply voltage value,causing great loss monly used method isshort-circuit protection thyristor.The simplest over-voltage protection circuit.When the output voltage is too high,the regulator tube breakdown triggered thyristor turn-on,the output short-circuit,resulting in over-current through the fuse or circuit protective device to cut off the input to protect the load.This circuit is equivalent to the response time of the opening time of thyristor is about5~10μs.The disadvantage is that its action is fixed voltage,temperature coefficient,and action points of instability.In addition,there is a voltage regulator control parameters of the discrete,model over-voltage start-up the same but has different values,difficult to debug.Esc a sudden increase in output voltage, transistors V1,V2conduction,the thyristor conduction.Reference voltage Vz by type.6、under-voltage protectionOutput voltage below the value to reflect the input DC power supply,switching regulator output load internal or unusual occurrence.Input DC power supply voltage drops below the specified value would result in switching regulator output voltage drops,the input current increases,not only endanger the switching transistor,but also endanger the input power.Therefore,in order to set up due to voltage protection.Due to simple voltage protection.When no voltage regulator input normal,ZD breakdown voltage regulator tube, transistors V conduction,the relay action,contact pull-in,power-switching regulator.When the input below the minimum allowable voltage value,the regulator tube ZD barrier,V cut-off,contact Kai-hop,switching regulator can not work.Internal switching regulator,as the control switch transistor circuit disorders or failure will decrease the output voltage;load short-circuit output voltage will also decline.Especially in the reversed-phase step-up or step-up switching regulator DC voltage of the protection due to over-current protection with closely related and therefore more important.Implementation of Switching Regulators in the termination of the output voltage comparators.Normally,there is no comparator output,once the voltage drops below the allowable value in the comparator on the flip,drive alarm circuit;also fed back to the switching regulator control circuit,so that switching transistor cut-off or cut off the input power.7、over-temperature protectionSwitching regulator and the high level of integration of light-weight small volume,with its unit volume greatly increased the power density,power supply components to its workwithin the requirements of the ambient temperature is also a corresponding increase. Otherwise,the circuit performance will deteriorate,premature component failure.Therefore, in high-power switching regulator should be set up over-temperature protection.Relays used to detect the temperature inside the power supply temperature,when the internally generated power supply overheating,the temperature of the relay on the action,so that whole circuit in a warning alarm,and the realization of the power supply over-temperature protection.Temperature relay can be placed in the vicinity of the switching transistor,the general high-power tube shell to allow the maximum temperature is75℃, adjust the temperature setting to60℃.When the shell after the temperature exceeds the allowable value to cut off electrical relay on the switch protection.Semiconductor switching device thermal"hot thyristor,"in the over-temperature protection,played an important role. It can be used as directed circuit temperature.Under the control of p-hot-gate thyristor (TT102)characteristics,by RT value to determine the temperature of the device turn-on,RT greater the temperature the lower the turn-on.When placed near the power switching transistor or power device,it will be able to play the role of temperature instructions.When the power control the temperature of the shell or the internal device temperature exceeds the allowed value,the heat conduction thyristor on,so that LED warning light.If the optocoupler with,would enable the whole circuit alarm action to protect the switching regulator.It can also be used as a power transistor as the over-temperature protection,crystal switch the base current by n-type gate control thyristor TT201thermal bypass,cut-off switch to cut off the collector current to prevent overheating.8、ConclusionDiscussed above in the switching regulator of a variety of conservation,and introduces a number of specific ways to achieve.Of a given switching power supply is concerned,but also protection from the whole to consider the following points:1)the switching regulator used in the switching transistor in the DC security restrictions on the work of regional work.The transistor switches selected by the manual available transistors get DC safe working area.According to the maximum collector current to determine the input value of over-current protection.However,the instantaneous maximum value should be converted to the average current.At rated output current and output voltage conditions,the switch of the dynamic load line does not exceed a safe working area DC maximum input voltage,input over-voltage protection is the voltage value.2)the switching regulator output limit given by the technical indicators within.Work within the required temperature range,the switching regulator's output voltage,the lower limit of the output is off,due to the voltage value of voltage protection.Over-current protection can be based on the maximum output current to determine.False alarm in order not to protect the value of a certain margin to remain appropriate.3)from the above two methods to determine the protection after the power supply device in accordance with the needs of measures to determine the alarm.Measures the general alarm sound and light alarm two police.Voice of the police applied to more complex machines,power supply parts and do not stand out in a place,it can give staff an effective warning of failure;optical Police instructions can be eye-catching and fault alarm and pointed out that the fault location and type.Protection measures should be protected as to determine the location.In the high-power,multi-channel power supply,always paying,DC circuit breakers,relays,etc.high-sensitivity auto-protection measures,to cut off the input power supply to stop working the system from damage.Through the logic control circuit to make the appropriate program cut-off switch transistor is sensitive it is convenient and economic.This eliminated large,long response time,the price of your high-power relay or circuit breaker.4)the power of putting in the protection circuit will be affected after the reliability of the system,for which want to protect the reliability of the circuit itself is higher in order to improve the reliability of the entire power system,thereby increasing its own power supply MTBF.This requires the protection of strict logic,the circuit is simple,at least components, In addition to the protection circuit should also be considered a failure of maintenance of their difficulty and their power to protect the damage.Therefore,we must be comprehensive and systematic consideration of a variety of switching power supply protection measures to ensure the normal operation of switching power supplies and high-efficiency and high reliability.。
仓储物流外文文献翻译中英文原文及译文2023-2023
仓储物流外文文献翻译中英文原文及译文2023-2023原文1:The Current Trends in Warehouse Management and LogisticsWarehouse management is an essential component of any supply chain and plays a crucial role in the overall efficiency and effectiveness of logistics operations. With the rapid advancement of technology and changing customer demands, the field of warehouse management and logistics has seen several trends emerge in recent years.One significant trend is the increasing adoption of automation and robotics in warehouse operations. Automated systems such as conveyor belts, robotic pickers, and driverless vehicles have revolutionized the way warehouses function. These technologies not only improve accuracy and speed but also reduce labor costs and increase safety.Another trend is the implementation of real-time tracking and visibility systems. Through the use of RFID (radio-frequency identification) tags and GPS (global positioning system) technology, warehouse managers can monitor the movement of goods throughout the entire supply chain. This level of visibility enables better inventory management, reduces stockouts, and improves customer satisfaction.Additionally, there is a growing focus on sustainability in warehouse management and logistics. Many companies are implementing environmentally friendly practices such as energy-efficient lighting, recycling programs, and alternativetransportation methods. These initiatives not only contribute to reducing carbon emissions but also result in cost savings and improved brand image.Furthermore, artificial intelligence (AI) and machine learning have become integral parts of warehouse management. AI-powered systems can analyze large volumes of data to optimize inventory levels, forecast demand accurately, and improve operational efficiency. Machine learning algorithms can also identify patterns and anomalies, enabling proactive maintenance and minimizing downtime.In conclusion, warehouse management and logistics are continuously evolving fields, driven by technological advancements and changing market demands. The trends discussed in this article highlight the importance of adopting innovative solutions to enhance efficiency, visibility, sustainability, and overall performance in warehouse operations.译文1:仓储物流管理的当前趋势仓储物流管理是任何供应链的重要组成部分,并在物流运营的整体效率和效力中发挥着至关重要的作用。
应收账款【外文翻译】
外文文献翻译一、外文原文原文:Accounts Receivable IssuesFor many companies, the accounts receivable portfolio is its largest asset. Thus, it deserves special care and attention. Effective handling of the portfolio can add to the bottom line, while neglect can cost companies in unseen losses.Accounts Receivable Strategies to Energize the Bottom LineDon’t be surprised to find the big shots from finance suddenly looking over your shoulder questioning the ways your credit department operates. Accounts receivable has become the darling of those executives desperate to optimize working capital and improve their balance sheet.Here’s a roundup of some of the tactics that have been collected from the best credit managers to squeeze every last cent out of their accounts receivable portfolio: ·Have invoices printed and mailed as quickly as possible. Most customers start the clock ticking when the invoice arrives in their offices. The sooner you can get the invoice to them, the sooner they will pay you. While this strategy will not affect days sales outstanding(DSO),it will improve the bottom line.·Look for ways to improve invoice accuracy without delaying the mail date.·Offer more stringent terms where appropriate in your annual credit reviews and with new customers. Consider whether shorter terms might be better for you company.·Offer financial inducements to customers who agree to pay your invoices electronically.·If you have not had a lockbox study performed in the last few years, have one done to determine your optimal lockbox location.·With customers who have a history of paying late, begin your collection effortsbefore the due date. Call to inquire whether they have the invoice and if everything is in order. Resolve any problems quickly at this point.·If you have been giving a grace period to those taking discounts after the discount period, reduce or eliminate it.·Resolve all discrepancies quickly so payment can be made promptly.·If a customer indicates it has a problem with part of an invoice, authorize partial payments.·Keep a log of customer problems and analyze it once a month to discover weaknesses in your procedures that cause these quandaries.·Apply cash the same day the payment is received. Collectors can then spend their time with customers who have not paid rather than annoying ones who have already sent their payment.·Deal with a bank that makes lockbox information available immediately by fax, or preferably, online. Then when a customer claims it has made a payment , the collector will be able to verify this.·Look into ways to accept P-cards from customers placing small orders and those who cannot be extended credit on open account terms.·Benchmark department and individual collectors’ performance to pinpoint those areas and individuals in need of additional training.Review your own policies and procedures to determine if there are any areas that could be tweaked to improve cash flow. Then, when the call comes from executive quarters, you will be ready, and they will be hard pressed to find ways that you fell down on the job.Dealing with Purchase OrdersLeading credit managers have learned to pay attention to the purchase orders that their companies receive. Specifically, they want to ensure that the purchase order accepted by the salesperson does not include clause that will ultimately cause trouble for their companies, or even legal difficulties later on. Realistically, the salesperson should have caught the problem, but he or she rarely does. When the customer doesn’tpay due to one of these techn icalities, it’s not the salesperson who will get blamed.To help avoid a purchase order disaster, credit professionals can take the following steps:1.Simply read the purchase order. Vendors often slip clauses into purchase orders that you would never agree to. One favorite is to include a statementsaying the seller will be paid as soon as its customer pays the buyer. This is arisk few companies are willing to tolerate.2.Prioritize attachments. Typically, buyers write purchase orders that contain attachments. These include drawings, specifications, supplementary termsand conditions for work done on company premises, or safety rules for thesupplier.When including attachments, it is recommended that one of them be a listof priorities to guard against any inconsistencies in the documents. Thepurchase order should “clearly reference all the attachments, and there shouldbe a recitation as to which attachments are controlling over the others.” In theevent of any inconsistency between or among these documents, the purchaseorder shall be controlling over any attachments, and the attachments shall beinterpreted using the priority listed.3.Take care when reference is made to a buyer’s documents in the purchase order. There are likely to be both helpful and harmful statements in thosedocuments that reference the buyer’s material. The buyer may have printedits own terms and conditions on the back of a document. By referring to thedocument in the purchase order, you may inadvertently refer not only to theprice, but also to terms and conditions, which may include warrantydisclaimers and limitations of remedies that your company does not intend togive.Instead, the recommendation is not to refer to the buyers’ documents.Insist that the information is specified in the purchase order. If this is notpractical, the following language might work:” Any reference to thepurchaser’s quotation contained in this purchase order is a reference forconvenience only, and no such reference shall be deemed to include any ofthe purchaser’s standard terms and conditions of sale. The seller expresslyrejects anything in any of the buyer’s documents that is inconsistent with theseller’s standard terms and conditions.”Another favorite is to include terms and conditions on the back of thepurchase order written in very small print and a pale (almost undecipherable)color.4.Be careful of confirming purchase orders. Often, buyers will place orders via telephone, only to later confirm them with a written purchase order. In oralcontracts, the buyer will often want the purchase order to be more than justan offer. Therefore, the buyer will try to show on the purchase order that it isa confirming purchase order and cement the oral contract made over thephone. If the buyer does so, the confirming purchase order will satisfy theUniform Commerical Code (UCC) requirement of a written confirmationunless the other side objects to it within ten days.More than one cunning purchaser has slipped terms into a confirmingpurchase order that were nothing like those agreed to orally. Don’t fall intothe trap of assuming that the confirming purchase order confirms what wasactually said on the phone.Credit professionals who take these few extra steps with regard to purchase orders will limit their troubles.Quality of Accounts Receivable: Days Sales OutstandingMany credit professionals are measured on their effectiveness by reviewing the accounts receivable portfolio. The most common measurement is the length of time a sale stays outstanding before being paid. The Credit Research Foundation (CRF) defines DSO as the average time in days that receivables are outstanding. It helps determine if a change in receivables is due to a change in sales, or to another factor such as a change in selling terms. An analyst might compare the day’s sales in receivables with the company’s credit terms as an indication of how efficiently thecompany manages its receivables. Days sales outstanding is occasionally referred to as days receivable outstanding, as well. The formula to calculate DSO is:365e Re Sales t N Annual ceivablesGrossQuality of Accounts Receivable: Collection Effectiveness IndexSome feel that the quality of the portfolio is dependent to a large extent on the efforts of the collection staff. This is measured by the collection effectiveness index (CEI). The CRF says this percentage expresses the effectiveness of collection efforts over time. The closer to 100% the ratio gets, the more effective the collection effort. It is a measure of the quality of collection of receivables, not of time. Here’s the formula to calculate the CEI:Daysor Months of Number N ceivables Current Ending N Sales Credit ceivables Beginning ceivablesTotal Ending N Sales Credit ceivables Beginning =⨯-+-+100Re )(Re Re )(ReQuality of Accounts Receivable: Best Possible Days Sales OutstandingMany credit professionals find fault with using DSO to measure theirperformance. They feel that a better measure is one based on average terms based on customer payment patterns. The CRF says that this figure expresses the best possible level of receivables. The CRF believes this measure should be used together with DSO. The closer the overall DSO is to the average terms based on customer payment patterns (best possible DSO [BPDSO]),the closer the receivables are to the optimal level. The formula for calculating BPDSO is:AnalyzedPeriod for Sales Credit Analyzed Period in Days of Number ceivables Current ⨯ReBad-Debt ReservesInevitably, no matter how good the credit professional, a company will have a customer that does not pay its debts. Most companies understand that bad debts are simply part of doing business and reserve for bad debts. In fact, many believe that acompany with no bad debts is not doing a good job. The reason that being that if the company loosened its credit terms slightly, the company would greatly increase its sales and, even after accounting for the bad debts, its profits. Thus, most companies plan for bad debt, monitor it, and periodically, depending on the company’s outlook, revise projections and credit policy to allow for an increase or decrease.For example, as the economy goes into a recession, most companies will experience an increase in bad debts if their credit policy remains static. So, in light of declining economic conditions, companies should either increase their bad-debt reserves or tighten the credit policy. Similarly, if the economy is improving, a company would take reverse actions, either decreasing the reserve for bad debts or loosening the credit policy.Many companies take advantage or a favorable economy to expand their customer base. They might simultaneously increase the bad-debt reserve and loosen credit policy. Obviously, these decisions are typically made at a fairly high level. Other factors will also come into play in establishing a bad-debt reserve. Industry conditions are key and can often be quite different than the state of the economy. This is especially true when competition comes from foreign markets.There is no one set way to calculate the reserve for bad debts. Many simply take a percentage of sales or outstanding accounts receivable, or they make some other relatively uncomplicated calculation.How to Reduce Your Bad-Debt Write-OffsMost credit and collection professionals would love to be able to brag about having no bad-debt write-offs. Few can. While a goal of reducing the amount of bad debt write-offs to zero might be unrealistic in most industries, keeping that number as low as possible is something within the control of today’s credit managers. The following seven techniques will help you keep your numbers as low as possible:1.Call early. Don’t wait until the ac count goes 30 or even 60 days past duebefore calling customers about late payments. Such delays can mean that, in the case of a financially unstable company, a second and perhaps even a thirdshipment will be made to a customer who ultimately will pay for naught. Some professionals even call a few days before the payment is due to ensure that everything is in order and the customer has everything it needs to make a timely payment. By beginning your calling campaign as early as possible, it is possible o uncover shaky situations. Even if payment is not received for the first delivery, future order are not accepted, effectively reducing bad-debt write-offs.municate, communicate, communicate. Keep the dialogue open with everyone involved. This not only includes your customers, but the sales force as well. In many cases, they are in a better position than the credit manager to know when a customer is on thin ice. With good lines of communication between sales and credit, it is possible to avoid taking some of those orders that will ultimately have to be written off.3.Follow up, follow up, follow up. Continual follow up with customers is important, whether you’re trying to collect on a timely basis or attempting to avoid a bad-debt write-off. If the customer knows you will call every few days or will be calling to track the status of promises made, it is much more likely to pay. This can also be the case of the squeaky wheel getting the grease, or in this case the money, when cash is tight.4.Systematize. Many collection professionals keep track of promises and deadlines by hand, on a pad or calendar. Items tend to fall through the cracks with this approach. Invest some money either in prepackaged software or in developing your own in-house, and the likelihood of losing track of customers diminishes. Some accounting programs have a tracking capability that many have not taken the time to learn. If your software has such a facility, use it.5.Specialize. Set up a group of one or more individuals who do nothing but try to collect receivables that are overdue. By having experts on staff to handle such work, you will improve your collection rate and speed.6.Credit hold. Putting customers on credit hole early in the picture will sometimes entice a payment from someone who really had no intention of paying you. This technique is particularly effective with customers who rely heavily onyour product and would be hard put to get it elsewhere. Of course, if you sell something that many other vendors sell as well, putting a potentially good customer on hold could backfire.7.Small claims court. Some credit professionals have had great success incollecting smaller amounts by taking the customer to small claims court. The limits for such actions vary by state but can be as high as $10,000.While these techniques will not necessarily squeeze money from a bankrupt client, they will help you get as much as possible as soon as possible from as many of your customers as possible. This can be especially important in avoiding preference actions with clients who eventually do file. The quicker you get the clock ticking, the more likely you are to be able to avoid preference claims.Source: Mary S. Schaeffer, 2002, Essentials of Credit, Collections, and Accounts Receivable, John Wiley & Sons, Inc.( October 01, 2002 ):pp81-102.二、翻译文章译文:应收账款对许多公司来说,应收账款是其最大的资产。
外文翻译原文
Project Management ProcessDurgesh BurdeAbstract:There are the rules of project management. Project management skills are indispensable for project managers, and other managers who control intricate actions and responsibilities, because intricate responsibilities are projects. Project management skills are necessary for any intricate responsibility, where diverse results are feasible, requiring plan and assess alternatives, and organizing actions and assets to deliver an outcome. Projects arrive in all forms and dimensions, from the little and simple to extremely big and highly intricate. Project management may be concerned with everything such as:- public, products, finance, buildings and premises, acquisition, services, purchasing, resources, construction, plant and equipment, training, culture, divestment, storage, distribution, logistics, IT and communications, staffing and management, administration, sales, selling, marketing, human resources, etc. Project management, for projects large or small, should follow the simple process:Project management process1.Detailed requirement for the project.2.Plan the project - time, team, activities, resources, and financials.3.Correspond the project plan to the project group.4.Consent and allot project actions.5.Control, encourage, notify, promote, and facilitate the project team.6.Verify, assess, evaluate project development; regulate project procedure, andnotify the project members and others.7.Finish project; evaluation and report on project performance; Admire and thanksto the project members.1. Detailed requirement for the projectFrequently called the project 'terms of reference', the project requirement should be an exact depiction of what the project aspires to accomplish, and the criteria and flexibilities concerned, its factors, scope, range, outputs, sources, participants, budgets and timescales.The project manager must discuss with others and then consent the project requirement with superiors, or with relevant authorities. The requirement may engage several drafts before it is agreed. A project requirement is essential in that it creates a measurable accountability for anyone wishing at any time to assess how the project is going, or its success on completion. Project terms of reference also provide an essential discipline and framework to keep the project on track, and concerned with the original agreed aims and parameters. A properly formulated and agreed project requirement also protects the project manager from being held to account for issues that are outside the original scope of the project or beyond the project manager's control.This is the step to agree special circumstances or exceptions with those in authority. Once you have published the terms of reference you have created a very firm set of expectations by which you will be judged. So if you have any concerns, or want to renegotiate, now's the time to do it.The largest projects can require several weeks to produce and agree project terms of reference. Most normal business projects however require a few days thinking and consulting to produce a suitable project requirement. Establishing and agreeing a project requirement is an important process even if your task is simple one.An outline for a project requirement:1.Describe purpose, aims and deliverables.2.State factors (timescales, budgets, range, scope, territory, authority).3.State people involved and the way the team will work (frequency of meetings,decision-making process).4.Establish 'break-points' at which to review and check progress, and how progressand results will be measured.2. Plan the project - time, team, activities, resources, and financials.Plan the various steps and tasks of the project. A valuable tip is to work backwards from the end aim, identifying all the things that need to be put in place and done, in reverse order. First, idea generation will help to gather most of the points and issues. For complex projects, or when you lack experience of the issues, involve others in the idea generation process. Thereafter it is a question of putting the issues in the right order, and establishing relationships and links between each issue. Complex projects will have a number of tasks running in parallel. Some parts of the project will need other parts of the project to be completed before they can begin or progress. Some projects will require a feasibility step before the completion of a detailed plan.a) Project timescalesMost projects come in late - that is just the way it is - so do not plan a timescale that is over-ambitious. Preferably, plan for some adversaries. If you have been given a fixed deadline, plan to meet it earlier, and work back from that earlier date. Build some slippage or leeway into each phase of the project. Err on the side of caution where you can. Otherwise, you will be making a rod for your own back.b) The project teamAnother important part of the planning stage is picking your team. Take great care, especially if you have team-members imposed on you by the project brief. Selecting and gaining commitment from the best team members - whether directly employed, freelance, contractors, suppliers, consultants or other partners - is crucial to the quality of the project, and the ease with which you are able to manage it. Generally try to establish yourteam as soon as possible. Identifying or appointing one or two people even during the terms of reference stage is possible sometimes. Appointing the team early maximizes their ownership and buy-in to the project, and maximizes what they can contribute. But be very cautious of appointing people before you are sure how good they are, and not until they have committed themselves to the project upon terms that are clearly understood and acceptable. Do not imagine that teams need to be full of paid and official project team members. Some of the most valuable team members are informal advisors, mentors, helpers, who want nothing other than to be involved and a few words of thanks. Project management on a tight budget can be a lonely business - get some help from good people you can trust, whatever the budget.To plan and manage large complex projects with various parallel and dependent tasks you will need to put together a 'Critical Path Analysis' and a spreadsheet on MS Excel or equivalent. Critical Path Analysis will show you the order in which tasks must be performed, and the relative importance of tasks. Some tasks can appear small and insignificant when they might actually be hugely influential in enabling much bigger activities to proceed or give best results. A Gantt chart is a useful way of showing blocks of activities over time, at a given cost, and for managing the project and its costs along the way.Various project management software is available, much of which is useful, but before trying it, you should understand and concentrate on developing the pure project management skills, which are described in this process. The best software in the world will not help you if you cannot do the key things.c) The project 'critical path analysis''Critical Path Analysis' sounds very complicated, but it's a very logical and effective method for planning and managing complex projects. This is how to create a critical path analysis. As an example, the project is a simple one - making a fried breakfast.First note down all the issues (resources and activities in a rough order):Assemble crockery and utensils, assemble ingredients, prepare equipment, make toast, fry sausages and eggs, grill bacon and tomatoes, lay table, warm plates, serve.Note that some of these activities must happen in parallel. That is to say, if you tried to make a fried breakfast by doing one task at a time, and one after the other, things would go wrong. Certain tasks must be started before others, and certain tasks must be completed in order for others to begin. The plates need to be warming while other activities are going on. The toast needs to be toasting while the sausages are frying, and at the same time the bacon and sausages are under the grill. The eggs need to be fried last. A critical path analysis is a diagrammatical representation of what needs done and when. Timescales and costs can be applied to each activity and resource. Here's the critical path analysis for making a fried breakfast:This critical path analysis example below shows just a few activities over a few minutes. Normal business projects would see the analysis extending several times wider than this example, and the time line would be based on weeks or months. It is possible to use MS Excel or a similar spreadsheet to create a critical path analysis, which allows financial totals and time totals to be planned and tracked. Various specialized project management software enable the same thing. Beware however of spending weeks on the intricacies of computer modeling, when in the early stages especially, a carefully hand drawn diagram - which requires no computer training at all - can put 90% of the thinking and structure in place.d) Gantt chartsGantt Charts are extremely useful project management tools. You can construct a Gantt Chart using MSExcel or a similar spreadsheet. Every activity has a separate line. Create a time-line for the duration of the project (the breakfast example shows minutes, but normally you would use weeks, or for very big long-term projects, months). You can colour code the time blocks to denote type of activity (e.g. intense, watching brief, directly managed, delegated and left to run, etc.) You can schedule review and break points. At the end of each line you can show as many cost columns for the activities as you need. The breakfast example shows just the capital cost of the consumable items and a revenue cost for labour and fuel. A Gantt chart like this can be used to keep track of progress for each activity and how the costs are running. You can move the time blocks around to report on actuals versus planned, and to re-schedule, and to create new plan updates. Costs columns can show plan and actuals and variances, and calculate whatever totals, averages, ratios, etc you need. Gantt Charts are the most flexible and useful of all project management tools, but remember they do not show the importance and inter-dependence of related parallel activities, and they will not show the necessity to complete one task before another can begin, as a critical path analysis will do, so you need both tools, especially at the planning stage.e) Project financial planning and reportingFor projects, involving more than petty cash you will need a spreadsheet to plan and report planned and actual expenditure. Use MSExcel or similar. If you do not know how to put together a basic financial plan, get some help from someone who knows. Make sure you bring a good friendly, flexible financial person into your team - it is a key function of project management, and if you cannot manage the financial processes your self, you need to be able to rely completely on whoever does it for you. The spreadsheet must enable you to plan, administer and report the detailed finances of your project. Create a cost line for main expenditure activity, and break this down into individual elements. Create a system for allocating incoming invoices to the correct activities (your bought-ledger people will not know unless you tell them), and showing when the costs hit the project account. Establish clear payment terms with all suppliers and stick to them. Projects develop problems when team members get dissatisfied; rest assured, non- or late-payment is a primary cause of dissatisfaction.Remember to set some budget aside for 'contingencies' - you will need it.f) Project contingency planningPlanning for and anticipating the unforeseen, or the possibility that things may not go as expected, is called 'contingency planning'. Contingency planning is vital in any task when results and outcomes cannot be absolutely guaranteed. Often a contingency budget needs to be planned, as there are usually costs associated. Contingency planning is about preparing fallback actions, and making sure that leeway for time, activity and resource exists to rectify or replace first-choice plans. A simple contingency plan for the fried breakfast would be to plan for the possibility of breaking the yolk of an egg, in which case spare resource (eggs) should be budgeted for and available if needed. Another might be to prepare some hash browns and mushrooms in the event that any of the diners are vegetarian. It may be difficult to anticipate precisely what contingency to plan for in complex long-term projects, in which case simply a contingency budget is provided, to be allocated later when and if required.3. Correspond the project plan to the project group.This serves two purposes: it informs people what is happening, and it obtains essential support, agreement and commitment. If your project is complex and involves a team, then you should involve the team in the planning process to maximize buy-in, ownership, and thereby accountability. Your project will also benefit from input and consultation from relevant people at an early stage.4. Consent and allot project actions.Your plan will have identified those responsible for each activity. Activities need to be very clearly described, including all relevant parameters, timescales, costs, and deliverables. When delegated tasks fail this is typically because they have not been explained clearly, agreed with the other person, or supported and checked while in progress. So publish the full plan to all in the team, but do not issue all the tasks unless the recipients are capable of their own forward planning. Long-term complex projects need to be planned in more detail and great care must be taken in delegating and supporting them. Do not delegate anything unless it makes sure for perfection.5. Control, encourage, notify, promote, and facilitate the project team.Manage the team and activities by meeting, communicating, supporting, and helping with decisions. Admire vociferously; charge quietly. One of the big challenges for a project manager is deciding how much freedom to give for each delegated activity. Tight parameters and lots of checking are necessary for inexperienced people who like clear instructions, but this approach is the kiss of death to experienced, entrepreneurial and creative people. They need a wider brief, more freedom, and less checking. Manage these people by the results they get - not how they get them. Look out for differences in personality and working styles in your team. They can get in the way of understandingand cooperation. Your role here is to enable and translate. Face to face meetings, when you can bring team members together, are generally the best way to avoid issues and relationships becoming personalized and emotional. Communicate progress and successes regularly to everyone. Give the people in your team the applause, particularly when someone high up expresses satisfaction - You must take the blame for anything that goes wrong - never dump on anyone in your team.6. Verify, assess, evaluate project development; regulate project procedure, and notify the project members and others.Check the progress of activities against the plan. Review performance regularly and at the stipulated review points, and confirm the validity and relevance of the remainder of the plan. Adjust the plan if necessary in light of performance, changing circumstances, and new information, but remain on track and within the original terms of reference. Be sure to use transparent, pre-agreed measurements when judging performance. Identify, agree and delegate new actions as appropriate. Inform team members and those in authority about developments, clearly, concisely and in writing. Plan team review meetings. Stick to the monitoring systems you established. Probe the apparent situations to get at the real facts. Examine causes and learn from mistakes. Identify reliable advisors and experts in the team and use them. Keep talking to people, and make yourself available to all.7. Finish project; evaluation and report on project performance; Admire and thanks to the project members.At the end of your successful project, hold a review with the team. Ensure you understand what happened and why. Replicate on any failures and mistakes positively, objectively, and without allocating personal blame. Reflect on successes gratefully and realistically. Write a review report, and make observations and recommendations about follow up issues and priorities - there will be plenty.As project manager, to be at the end of a project and to report that the project plan has been fully met, on time and on budget, is a significant achievement, whatever the project size and complexity. The mix of skills required is such that good project managers can manage anything.Conclusions:Businesses sometimes use formal systems development processes. These help assure that systems are developed successfully. A formal process is more effective in creating strong controls, and auditors should review this process to confirm that it is well designed and is followed in practice. A good formal systems development plan outlines: • A strategy to align development with the organization’s broader objectives•Standards for new systems•Project management policies for timing and budgeting•Procedures describing the processRegardless of the methodology used, the project development process will have the same above major stages: requirement for the project, Plan the project, project group, project actions, project team, evaluate project development, regulate project procedure and finish project; evaluation and report on project performance; Admire and thanks to the project members.References:1.Project Management Guidebook2.How to Manage Projects, Priorites and Deadlines3.Project Manager Today, January 2008.4.The Big Project, July 2008.<><><><><><><><><><><><><><><><>><><><><><><>><><><><><><><><> © Durgesh Burde. The author can be reached at durgesh19@ . The author is freelance writer and his area of research is project management and human development.。
儿童教育外文翻译文献
儿童教育外文翻译文献(文档含中英文对照即英文原文和中文翻译)原文:The Role of Parents and Community in the Educationof the Japanese ChildHeidi KnipprathAbstractIn Japan, there has been an increased concern about family and community participation in the child’s educat ion. Traditionally, the role of parents and community in Japan has been one of support and less one of active involvement in school learning. Since the government commenced education reforms in the last quarter of the 20th century, a more active role for parents and the community in education has been encouraged. These reforms have been inspired by the need to tackle various problems that had arisen, such as the perceived harmful elements of society’spreoccupation with academic achievement and the problematic behavior of young people. In this paper, the following issues are examined: (1) education policy and reform measures with regard to parent and community involvement in the child’s education; (2) the state of parent and community involvement at the eve of the 20th century.Key Words: active involvement, community, education reform, Japan, parents, partnership, schooling, supportIntroduction: The Discourse on the Achievement GapWhen western observers are tempted to explain why Japanese students attain high achievement scores in international comparative assessment studies, they are likely to address the role of parents and in particular of the mother in the education of the child. Education mom is a phrase often brought forth in the discourse on Japanese education to depict the Japanese mother as being a pushy, and demanding home-bound tutor, intensely involved in the child’s education due to severe academic competition. Although this image of the Japanese mother is a stereotype spread by the popular mass media in Japan and abroad, and the extent by which Japanese mothers are absorbed in their children is exaggerated (Benjamin, 1997, p. 16; Cummings, 1989, p. 297; Stevenson & Stigler, 1992, p. 82), Stevenson and Stigler (1992) argue that Japanese parents do play an indispensable role in the academic performance of their children. During their longitudinal and cross-national research project, they and their collaborators observed that Japanese first and fifth graders persistently achieved higher on math tests than American children. Besides reciting teacher’s teaching style, cultural beliefs, and organization of schooling, Stevenson and Stigler (1992) mention parent’s role in supporting the learning conditions of the child to explain differences in achievement between elementary school students of the United States and students of Japan. In Japan, children receive more help at home with schoolwork (Chen & Stevenson, 1989; Stevenson & Stigler, 1992), and tend to perform less household chores than children in the USA (Stevenson et al., 1990; Stevenson & Stigler, 1992). More Japanese parents than American parents provide space and a personal desk and purchase workbooks for their children to supplement their regular text-books at school (Stevenson et al., 1990; Stevenson & Stigler, 1992). Additionally, Stevenson and Stigler (1992) observed that American mothers are much more readily satisfied with their child’s performance than Asian parents are, have less realistic assessments of their child’s academic perform ance, intelligence, and other personality characteristics, and subsequently have lower standards. Based on their observation of Japanese, Chinese and American parents, children and teachers, Stevenson and Stigler (1992) conclude that American families can increase the academic achievement of their children by strengthening the link between school and home, creating a physical and psychological environment that is conducive to study, and by making realistic assessments and raising standards. Also Benjamin (1997), who performed ‘day-to-day ethnography’ to find out how differences in practice between American and Japanese schools affect differences in outcomes, discusses the relationship between home and school and how the Japanese mother is involved in the academic performance standards reached by Japanese children. She argues that Japanese parents are willing to pay noticeable amounts of money for tutoring in commercial establishments to improve the child’s performance on entrance examinations, to assist in ho mework assignments, to facilitate and support their children’s participation in school requirements and activities, and to check notebooks of teachers on the child’s progress and other school-related messages from the teacher. These booklets are read and written daily by teachers and parents. Teachers regularly provide advice and reminders to parents, and write about homework assignments of the child, special activities and the child’s behavior (Benjamin, 1997, p. 119, p. 1993–1995). Newsletters, parents’ v isits to school, school reports, home visits by the teacher and observation days sustain communication in later years at school. According toBenjamin (1997), schools also inform parents about how to coach their children on proper behavior at home. Shimahara (1986), Hess and Azuma (1991), Lynn (1988) and White (1987) also try to explain national differences in educational achievement. They argue that Japanese mothers succeed in internalizing into their children academic expectations and adaptive dispositions that facilitate an effective teaching strategy, and in socializing the child into a successful person devoted to hard work.Support, Support and SupportEpstein (1995) constructed a framework of six types of involvement of parents and the community in the school: (1) parenting: schools help all families establish home environments to support children as students; (2) communicating: effective forms of school-to-home and home-to-school communications about school programs and children’s progress; (3) volu nteering: schools recruit and organize parents help and support; (4) learning at home: schools provide information and ideas to families about how to help students at home with homework and other curriculum-related activities, decisions and planning; (5) decision making: schools include parents in school decisions, develop parent leaders and representatives; and (6) collaborating with the community: schools integrate resources and services from the community to strengthen school programs, family practices, and student learning and development. All types of involvement mentioned in studies of Japanese education and in the discourse on the roots of the achievement gap belong to one of Epstein’s first four types of involvement: the creation of a conducive learn ing environment (type 4), the expression of high expectations (type 4), assistance in homework (type 4), teachers’ notebooks (type 2), mother’s willingness to facilitate school activities (type3) teachers’ advice about the child’s behavior (type 1), observ ation days by which parents observe their child in the classroom (type 2), and home visits by the teachers (type 1). Thus, when one carefully reads Stevenson and Stigler’s, Benjamin’s and other’s writings about Japanese education and Japanese students’ high achievement level, one notices that parents’ role in the child’s school learning is in particular one of support, expected and solicited by the school. The fifth type (decision making) as well as the sixth type (community involvement) is hardly ever mentioned in the discourse on the achievement gap.In 1997, the OECD’s Center for Educational Research and Innovation conducted a cross-national study to report the actual state of parents as partners in schooling in nine countries, including Japan. In its report, OECD concludes that the involvement of Japanese parents in their schools is strictly limited, and that the basis on which it takes place tends to be controlled by the teacher (OECD, 1997, p. 167). According to OECD (1997), many countries are currently adopting policies to involve families closely in the education of their children because (1) governments are decentralizing their administrations; (2) parents want to be increasingly involved; and (3) because parental involvement is said to be associated with higher achievement in school (p. 9). However, parents in Japan, where students already score highly on international achievement tests, are hardly involved in governance at the national and local level, and communication between school and family tends to be one-way (Benjamin, 1997; Fujita, 1989; OECD, 1997). Also parent–teacher associations (PTA, fubo to kyoshi no kai ) are primarily presumed to be supportive of school learning and not to participate in school governance (cf. OECD, 2001, p. 121). On the directionsof the occupying forces after the second world war, PTA were established in Japanese schools and were considered with the elective education boards to provide parents and the community an opportunity to participate actively in school learning (Hiroki, 1996, p. 88; Nakata, 1996, p. 139). The establishment of PTA and elective education boards are only two examples of numerous reform measures the occupying forces took to decentralize the formal education system and to expand educational opportunities. But after they left the country, the Japanese government was quick to undo liberal education reform measures and reduced the community and parental role in education. The stipulation that PTA should not interfere with personnel and other administrative tasks of schools, and the replacement of elective education boards by appointed ones, let local education boards believe that parents should not get involved with school education at all (Hiroki, 1996, p. 88). Teachers were regarded to be the experts and the parents to be the laymen in education (Hiroki, 1996, p. 89).In sum, studies of Japanese education point into one direction: parental involvement means being supportive, and community involvement is hardly an issue at all. But what is the actual state of parent and community involvement in Japanese schools? Are these descriptions supported by quantitative data?Statistics on Parental and Community InvolvementTo date, statistics of parental and community involvement are rare. How-ever, the school questionnaire of the TIMSS-R study did include some interesting questions that give us a clue about the degree of involvement relatively compared to the degree of involvement in other industrialized countries. The TIMSS-R study measured science and math achievement of eighth graders in 38 countries. Additionally, a survey was held among principals, teachers and students. Principals answered questions relating to school management, school characteristics, and involvement. For convenience, the results of Japan are only compared with the results of those countries with a GNP of 20650 US dollars or higher according to World Bank’s indicators in 1999.Unfortunately, only a very few items on community involvement were measured. According to the data, Japanese principals spend on average almost eight hours per month on representing the school in the community (Table I). Australian and Belgian principals spend slightly more hours and Dutch and Singaporean principals spend slightly less on representing the school and sustaining communication with the community. But when it comes to participation from the community, Japanese schools report a nearly absence of involvement (Table II). Religious groups and the business community have hardly any influence on the curriculum of the school. In contrast, half of the principals report that parents do have an impact in Japan. On one hand, this seems a surprising result when one is reminded of the centralized control of the Ministry of Education. Moreover, this control and the resulting uniform curriculum are often cited as a potential explanation of the high achievement levels in Japan. On the other hand, this extent of parental impact on the curriculum might be an indicator of the pressure parents put on schools to prepare their children appropriately for the entrance exams of senior high schools.In Table III, data on the extent of other types of parental involvement in Japan and other countries are given. In Japan, parental involvement is most common in case of schools volunteering for school projects and programs, and schools expecting parents to make sure that thechild completes his or her homework. The former is together with patrolling the grounds of the school to monitor student behavior most likely materialized through the PTA. The kinds and degree of activities of PTA vary according to the school, but the activities of the most active and well-organized PTA’s of 395 elementary schools investigated by Sumida (2001)range from facilitating sport and recreation for children, teaching greetings, encouraging safe traffic, patrolling the neighborhood, publishing the PTA newspaper to cleaning the school grounds (pp. 289–350). Surprisingly, less Japanese principals expect from the parents to check one’s child’s completion of homework than principals of other countries. In the discourse on the achievement gap, western observers report that parents and families in Japan provide more assistance with their children’s homework than parents and families outside Japan. This apparent contradiction might be the result of the fact that these data are measured at the lower secondary level while investigations of the roots of Japanese students’ high achievement levels focus on childhood education and learning at primary schools. In fact, junior high school students are given less homework in Japan than their peers in other countries and less homework than elementary school students in Japan. Instead, Japanese junior high school students spend more time at cram schools. Finally, Japanese principals also report very low degrees of expectations toward parents with regard to serving as a teacher aid in the classroom, raising funds for the school, assisting teachers on trips, and serving on committees which select school personnel and review school finances. The latter two items measure participation in school governance.In other words, the data support by and large the descriptions of parental of community involvement in Japanese schooling. Parents are requested to be supportive, but not to mount the territory of the teacher nor to be actively involved in governance. Moreover, whilst Japanese principals spend a few hours per month on communication toward the community, involvement from the community with regard to the curriculum is nearly absent, reflecting the nearly absence of accounts of community involvement in studies on Japanese education. However, the reader needs to be reminded that these data are measured at the lower secondary educational level when participation by parents in schooling decreases (Epstein, 1995; OECD, 1997; Osakafu Kyoiku Iinkai, unpublished report). Additionally, the question remains what stakeholders think of the current state of involvement in schooling. Some interesting local data provided by the Osaka Prefecture Education Board shed a light on their opinion.ReferencesBenjamin, G. R. (1997). Japanese lessons. New York: New York University Press.Cave, P. (2003). Educational reform in Japan in the 1990s: ‘Individuality’ and other uncertainties. Comparative Education Review, 37(2), 173–191.Chen, C., & Stevenson, H. W. (1989). Homework: A cross-cultural examination. Child Development, 60(3), 551–561.Chuo Kyoiku Shingikai (1996). 21 seiki o tenbo shita wagakuni no kyoiku no arikata ni tsu-ite [First Report on the Model for Japanese Education in the Perspective of theCummings, W. K. (1989). The American perception of Japanese parative Education, 25(3), 293–302.Epstein, J. L. (1995). School/family/community partnerships. Phi Delta Kappan , 701–712.Fujita, M. (1989). It’s all mother’s fault: childcare and the socialization of working mothers in Japan. The Journal of Japanese Studies , 15(1), 67–91.Harnish, D. L. (1994). Supplemental education in Japan: juku schooling and its implication. Journal of Curriculum Studies , 26(3), 323–334.Hess, R. D., & Azuma, H. (1991). Cultural support for schooling, contrasts between Japanand the United States. Educational Researcher , 20(9), 2–8, 12.Hiroki, K. (1996). Kyoiku ni okeru kodomo, oya, kyoshi, kocho no kenri, gimukankei[Rights and duties of principals, teachers, parents and children in education. InT. Horio & T. Urano (Eds.), Soshiki toshite no gakko [School as an organization](pp. 79–100). Tokyo: Kashiwa Shobo. Ikeda, H. (2000). Chiiki no kyoiku kaikaku [Local education reform]. Osaka: Kaiho Shup-pansha.Kudomi, Y., Hosogane, T., & Inui, A. (1999). The participation of students, parents and the community in promoting school autonomy: case studies in Japan. International Studies in Sociology of Education, 9(3), 275–291.Lynn, R. (1988).Educational achievement in Japan. London: MacMillan Press.Martin, M. O., Mullis, I. V. S., Gonzalez, E. J., Gregory, K. D., Smith, T. A., Chrostowski,S. J., Garden, R. A., & O’Connor, K. M. (2000). TIMSS 1999 Intern ational science report, findings from IEA’s Repeat of the Third International Mathematics and ScienceStudy at the Eight Grade.Chestnut Hill: The International Study Center.Mullis, I. V. S., Martin, M. O., Gonzalez, E. J., Gregory, K. D., Garden, R. A., O’Connor, K. M.,Chrostowski, S. J., & Smith, T. A.. (2000). TIMSS 1999 International mathemat-ics report, findings from IEA’s Repeat of the Third International Mathematics and Science Study at the Eight Grade.Chestnut Hill: The International Study Center. Ministry of Education, Science, Sports and Culture (2000).Japanese government policies in education, science, sports and culture. 1999, educational reform in progress. Tokyo: PrintingBureau, Ministry of Finance.Monbusho Ed. (1999).Heisei 11 nendo, wagakuni no bunkyoshisaku : Susumu kaikaku [Japanese government policies in education, science, sports and culture 1999: Educational reform in progress]. Tokyo: Monbusho.Educational Research for Policy and Practice (2004) 3: 95–107 © Springer 2005DOI 10.1007/s10671-004-5557-6Heidi KnipprathDepartment of MethodologySchool of Business, Public Administration and TechnologyUniversity of Twente P.O. Box 2177500 AE Enschede, The Netherlands译文:家长和社区在日本儿童教育中的作用摘要在日本,人们越来越关心家庭和社区参与到儿童教育中。
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AN EXPERIMENTAL STUDY OF SPIRAL PLATEHEAT EXCHANGER FOR ELECTROLYTESR.Rajavel 1, K. Saravanan1Department of Mechanical Engineering, Department of Chemical Engineering, Kongu Engineering College, Perundurai, Erode,Tamilnadu, India-638 052 E-mail:rajavel_7@ABSTRACTThis paper presents an experimental investigation of convective heat transfer coefficient for electrolytes using spiral plate heat exchanger. The test section consists of a plate of width 0.315 m, thickness 0.001 m and mean hydraulic diameter of 0.01 m. The mass flow rate of water (hot fluid) is 0.636 kg s -1 and the mass flow rate of electrolytes (cold fluid)varying from 0.483 kg s -1 to 0.704 kg s -1. Experiments have been conducted by varying the mass flow rate, temperature and pressure of cold fluid, keeping the mass flow rate of hot fluid constant. The effects of relevant parameters on spiral heat exchanger are investigated. The data obtained from the experimental study are compared with the theoretical data.Besides, a new correlation for the Nusselt number which can be used for practical applications is developed.Keywords: spiral plate heat exchanger, heat transfer coefficient, mass flow rate, electrolytes.Received 07 December 2007Accepted 12 April 2008INTRODUCTIONHeat exchanger is a device in which energy is transferred from one fluid to another across a solid sur-face. Compact heat exchangers are characterized with its large amount of surface area in a given volume com-pared to traditional heat exchangers, in particular the shell-and-tube type. The most basic compact heat ex-changers have a volume less than 50 % of that of a comparable shell-and-tube heat exchanger, for a given duty. The development and investigation of compact heat exchangers has become an important requirement dur-ing the last few years. The interest stems from various reasons viz. decreasing raw material and energy re-sources, the increasing environmental pollution and in-creasing costs for manufacturing and operation of heat exchangers. Compact heat exchangers are of two types,spiral and plate type heat exchangers. Spiral heat ex-changer is self cleaning equipment with low fouling ten-dencies, easily accessible for inspection or mechanical cleaning and with minimum space requirements. Con-siderable research is being pursued in spiral and helical heat exchanger in heat transfer and flow areas.Seban and McLaughlin [1] calculated heat trans-fer in coiled tubes for both laminar and turbulent flows.Plot of Nusselt versus Graetz numbers were presented for coils with curvature ratios of 17 and 104 with Reynolds numbers ranging from 12 to 5600 for the lami-nar flow region. Prandtl numbers ranged from 100 to 657. Heat transfer and pressure loss in steam heated helically coiled tubes were studied by Rogers and Mayhew [2]. They observed that even for a steam heatedJournal of the University of Chemical Technology and Metallurgy, 43, 2, 2008256apparatus, Uniform wall temperature was not obtained,mainly due to the distribution of the steam condensate over the coil surface. Mori and Nakayama [3] studied the fully developed flow in a curved pipe with a uni-form heat flux for large Dean Numbers. Flow and tem-perature fields were studied both theoretically and ex-perimentally. They assumed that the flow was divided into two sections, a small boundary layer near the pipe wall, and a large core region making up the remaining flow. Pressure drop and heat transfer for laminar flow of glycerol was presented by Kubair and Kuloor [4] for different types of coiled pipes, including helical and spiral configurations. Reynolds numbers were in the range of 80 to 6000 with curvature ratios in the range of 10.3 to 27. The number of turns varies from 7 to 12.The results of Kubair and Kuloor [4] match with those of Seban and McLaughlin [1] at low Graetz numbers,but deviated at higher Graetz numbers.Outside-film and inside-film heat transfer coeffi-cients in an agitated vessel were studied by Jha and Rao [5]. Five different coils were studied, along with different speeds and locations of the agitator. They derived an equa-tion to predict the Nusselt number based on the geom-etry of the helical coil and the location of the agitator.Numerical studies for uniform wall heat flux with pe-ripherally uniform wall temperature for Dean numbers in the range of 1-1200, Prandtl numbers of 0.005-1600,and curvature ratios of 10 to 100 for fully developed velocity and temperature fields were performed by Kalb and Seader [6]. They found that the curvature ratio pa-rameter had insignificant effect on the average Nusselt number for any given Prandtl number. Kalb and Seader [7] furthered this work by applying the method to the case of a uniform wall-temperature boundary condition with Dean numbers up to 1200, Prandtl numbers and curvature ratios in the ranges of 0.05 to 1600 and 10 to 100, respectively. Their results show that there is a slight effect of curvature on the peripheral variation of the Nusselt number. However, it did not affect the average Nusselt number. The effects of buoyancy forces on fully developed laminar flow with constant heat flux were stud-ied analytically by Yao and Berger [8]. Their studies were based on the Boussinesq approximation for the buoy-ancy forces and analyzed for both horizontally and verti-cally orientated curved pipes. Nusselt number relation-ships based on the Reynolds number, Raleigh number and Dean number were presented for both orientations.Laminar flow and heat transfer were studied nu-merically by Zapryanov et al. [9] using a method of frac-tional steps for a wide range of Dean (10 to 7000) and Prandtl [0.005 to 2000] numbers. Their work focused on the case of constant wall temperature and showed that the Nusselt number increased with increasing Prandtl numbers, even for cases at the same Dean number. They also presented a series of isotherms and streamlines for different Dean and Prandtl numbers. The effect of buoy-ancy on the flow field and heat transfer was studied numerically by Lee et al. [10], for the case of fully de-veloped laminar flow and axially steady heat flux with a peripherally constant wall temperature. They found that buoyancy effects resulted in an increase in the average Nusselt number, as well as modifying of the local Nusselt number allocation. It was also found that the buoyancy forces result in a rotation of the orientation of the sec-ondary flow patterns. The heat transfer to a helical coil in an agitated vessel studied by Havas et al. [11] and a correlation was developed for the outer Nusselt num-ber based on a modified Reynolds number, Prandtl number, viscosity ratio, and the ratio of the diameter of the tube to the diameter of the vessel. Heat transfer en-hancements due to chaotic particle paths were studied by Acharya et al. [12, 13] for coiled tubes and alternat-ing axis coils. They developed two correlations of the Nusselt number, for Prandtl numbers less than and greater than one, respectively. Lemenand and Peerhossaini [14] developed a Nusselt number correla-tion based on the Reynolds number, Prandtl number and the number of bends in the pipe. For the same Reynolds and Prandtl numbers, their work showed that the Nusselt number slightly drops off with increasing number of bends.Heat transfer for pulsating flow in a curved pipe was numerically studied by Guo et al. [15] for fully developed turbulent flow in a helical coiled tube. In their work they examined both the pulsating flow and the steady state flow. They developed the following cor-relation (1) for steady turbulent flow for the Reynolds number range of 6000 to 1800000.580.40.328Re Pr Nu = (1)They found that the Reynolds number was in-creased to very large values (>140000), the heat trans-R. Rajavel, K. Saravanan257fer coefficient for coils began to match the heat transfer coefficient for straight tubes. They also presented cor-relations of the peripheral local heat transfer coeffi-cients as a function of the average heat transfer coeffi-cients, Reynolds number, Prandtl number, and the lo-cation on the tube wall. Inagaki et al. [16] studied the outside heat transfer coefficient for helically coiled bundles for Reynolds numbers in the range of 6000 to 22000 and determined that the outside Nusselt number described by the following relationship (2) for their par-ticular setup.0.510.30.78Re Pr Nu = (2)Heat transfer and flow characteristics in the curved tubes have been studied by a number of research-ers. Although some information is currently available to calculate the performance of the spiral plate heat exchanger, there is still room to discuss whether it gives reliable prediction of the performance .This is because the heat transfer and flow characteristics of spiral plate heat exchanger has been studied. In the present study,the heat transfer and flow characteristics of electrolytes for spiral plate heat exchanger have been experimen-Table 1. Dimensions of the spiral plate heat exchanger.tally studied, in addition to the development of a new correlation for nusselt number.EXPERIMENT ALThe experimental setupThe experimental setup consists of spiral heat exchanger, thermometer, and steam purging coil, ma-nometers, pumps and tanks as shown in Fig. 1. The pa-rameters of heat exchanger are shown in the Table 1.The hot fluid inlet pipe is connected at the center core of the spiral heat exchanger and the outlet pipe is taken from periphery of the heat exchanger. The hot fluid is heated by pumping the steam from the boiler to a tem-perature of about 60-70°C and connected to hot fluid tank having a capacity of 1000 liters then the hot solu-tion is pumped to heat exchanger using a 0.5 hp pump.Table 2. Experimental Conditions.Fig. 1. Schematic diagram of experimental apparatus.Journal of the University of Chemical Technology and Metallurgy, 43, 2, 2008258Thus the counter flow of the fluid is achieved. The cold fluid inlet pipe is connected to the periphery of the ex-changer and the outlet is taken from the centre of the heat exchanger. The cold fluid is supplied at room tem-perature from cold solution tank and is pumped to the heat exchanger using a 0.5 hp pump.Experimental procedureThe heat transfer and flow characteristic of elec-trolytes is tested using an Alfa Laval; Model P5-VRB,Spiral plate heat exchanger as shown in Fig. 2. Electro-lytes are used as the cold fluids and the water as the hot fluid. The inlet hot fluid flow rate is kept constant and the inlet cold fluid flow rate is varied using a control valve. The flow of hot and cold fluid is varied using control valves, C1 and C2, respectively. Thermometers T1 and T2 are used to measure inlet temperature of cold and hot fluids, respectively; T3 and T4 are used to measure the outlet temperature of cold and hot flu-ids, respectively. For different cold fluid flow rate the temperatures at the inlet and outlet of hot and cold fluids are recorded, after achieving the steady state. The same procedure is repeated for different hot fluid flow rates and the data related to temperatures the corre-sponding temperatures and mass flow rates are recorded.The mass flow rate is determined by using the Rota-meter fitted at the outlet of the corresponding fluids.The performance of spiral plate heat exchangers mainly depend on mass flow rate of fluid, flow area,pressure drop and logarithmic temperature difference between entering and leaving fluids.CALCULA TION METHODOLOGYThe heat load (Q, Watts) is calculated using the expression()h h hQ m Cp T =∆were h m - Mass flow rate of hot fluid 1kgs − h Cp -Specific heat of hot fluid 11jkg k −− ()h T ∆-Temperature drop of hot fluid, k The overall heat transfer coefficient is obtained from the relation()lmQU A T =∆200025003000350040004500500035004250500057506500725080008750Reynolds NumberH e a t T r a n s f e r C o e f f i c i e n tFig. 2. Variation of Re with heat transfer coefficient for 10 %concentration of electrolytes.were U-Overall heat transfer coefficient 21wm k −−A-Heat transfer area, 2m ()lm T ∆-Logarithmic mean temperature difference, kThe hot fluid side heat transfer coefficient (h h )is estimated using the following relation0.740.40.04Re Pr Nu =h e hh d Nu k =were e d -equivalent diameter of the flow channel, m h k -thermal conductivity of hot fluid, 11wm k −−The cold side heat transfer coefficient is calcu-lated using the expression111h ss ct U h k h =++Reynolds Number Vs Nusselt Number30354045505560657075803800455053006050680075508300Reynolds NumberN u s s e l t N u m b e rFig. 3. Variation of Re with Nu for electrolytes.R. Rajavel, K. Saravanan259Fig. 4. Variation of Nu (Experimental) with Nu (Predicted).where: t-wall thickness of the spiral plate, m ss k -thermal conductivity of the wall.RESULTS AND DISCUSSIONFig. 2 shows the variation of Re with heat trans-fer coefficient of three electrolytes for different inlet temperatures. From the experimental results it is shown that the heat transfer coefficient increases with increas-ing Re of electrolytes. Solvation of ion with water is the reason to account for maximum heat transfer rate.Fig. 3 shows the variation of the Reynolds number with Nusselt number of electrolytes for different inlet tem-peratures. It is clear that the Nusselt number increases with increasing Reynolds number of electrolytes.Reynolds number vs Nusselt numberFig. 4 shows the comparisons of the Nusselt num-bers obtained from the experiment conducted with thosecalculated from theoretically. It can be noted that the experimental and predicted Nusselt numbers fall within ± 13 %. The major discrepancy between the measured data and calculated results may be due to the difference in the configuration of test sections and uncertainty of the correlation.The Nusselt number correlation (eq. 3) for spi-ral plate heat exchanger is expressed as follows. The correlation is obtained by fitting a total of 130 experi-mental data, (R 2 = 0.94).0.8340.1530.0465u e r N R P −= (3)3750 > R e < 8750 4 < Pr < 6Comparison of experimental Nusselt numberwith Holger Martin correlation0.740.40.04Re Pr Nu = (4)4.102<Re<3.104Fig. 5. Holger Martin correlation.Journal of the University of Chemical Technology and Metallurgy, 43, 2, 2008260Comparisons of the Nusselt numbers obtainedfrom the present experiment with those calculated from the existing correlation are shown in Fig.5. It can be noted that the values obtained from the correlation are slightly consistent with the experimental data and lie within ± 20 % for the Holger Martin correlation.CONCLUSIONSThis paper presents new experimental data from the measurement of the heat transfer coefficient of elec-trolytes flowing in a spiral plate heat exchanger. The effects of relevant parameters are investigated. The data obtained from the present study are compared with the theoretical data. In addition a new correlation based on the experimental data is given for practical applications. AcknowledgementsThe authors are grateful to the Management and the Principal of Kongu Engineering College, Erode, Tamilnadu, India, for granting permission to carry out the research work.REFERENCES1. R.A. Seban, E. F. McLaughlin, Heat transfer in tubecoils with laminar and turbulent flow, International Journal of Heat and Mass Transfer, 6, 1963, 387-395.2. G.F.C. Rogers, Y.R. 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A thermalmodel for prediction of the Nusselt number in a pipe with chaotic flow, Applied Thermal Engineer-ing, 22, 2002, 1717-1730.15. L. Guo, X. Chen, Z. Feng, B. Bai, Transient convec-tive heat transfer in a helical coiled tube with pulsat-ing fully developed turbulent flow, International Jour-nal of Heat and Mass Transfer, 41, 1998, 2867-2875.16. Y. Inagaki, H. Koiso, H. Takumi, I. Ioka, Y.Miyamoto, Thermal hydraulic study on a high-tem-perature gas-gas heat exchanger with helically coiled tube bundles, Nuclear Engineering and Design, 185, 1998, 141-151.17. Holger Martin, Heat exchangers, Hemisphere pub-lishing corporation, London, 1992.。