Implementation of Noah land surface model advances in the
美国AMS.emc.Jan2004.Seattle
SST-dependent wind speed difference across the North Wall of the Gulf Stream Gulf Stream Waters – 30 to 40 kt Cooler Slope Waters – 15 to 25 kt
Sea Ice Modeling and Analysis
• • •
Sea Surface Temperature & Winds
–
Real-time Sea Ice products Basin-scale Ocean Model (new development)
NOAA Wavewatch III (NWW3)
• Developed from community WAM
Similar result for January IC
U. S. Surface Temperature Hindcast Skill
3 Month Averages January IC Comparison with CPC CCA Method (right) Coupled System skill may be complementary to CCA
• Higher resolution experiments
Global Climate and Weather Branch Development
• Sub-grid scale orographic drag
– Parallel run shows 1% improvement in NH & SH – Late winter implementation
Real Time Ocean Forecasting
nVent RAYCHEM BTV自调节加热电缆说明书
The nVent RAYCHEM BTV family of self-regulating heating cables provides the solution to freeze-protection and process-temperature maintenance applications.BTV heating cables maintain process temperatures up to 150°F (65°C) and can withstand intermittent exposure to temperatures up to 185°F (85°C).The heating cables are configured for use in nonhazardous and hazardous locations, including areas where corrosives may be present.BTV cables meet the requirements of the U.S. National Electrical Code and the Canadian Electrical Code.For additional information, contact your nVent representative or call (800) 545-6258.Heating cable constructionPRODUCT OVERVIEWSelf-regulating Heating CablesElectrical Freeze Protection for both Nonhazardous and Hazardous LocationsAPPLICATION Area classification Nonhazardous and hazardous locations Traced surface type Metal and plasticChemical resistance• -CR F lame Retardant modified polyolefin outer jacket for exposure to aqueous inorganicchemicals • -CT F luoropolymer outer jacket, inherently fire resistant for exposure to organic chemicalsor corrosives • For aggressive organics and corrosives: Consult your nVent representative.SUPPLY VOLTAGE BTV 1100–130 VacSPECIFICATIONSMaximum maintain or continuousexposure temperature (power on/off)150°F (65°C)Maximum intermittent exposure temperature (power on/off)185°F (85°C)Maximum cumulative exposure 1000 hoursTemperature classification T6: 185°F (85°C)Temperature ID numbers are consistent with North America national electrical codes. Minimum installation temperature–76°F (–60°C)Minimum bend radius–76°F (–60°C) ≤ T< –4°F (–20°C): 1.4" (35 mm)–4°F (–20°C) ≤ T< 14°F (–10°C): 1.2" (30 mm)14°F (–10°C) ≤ T< 32°F (0°C): 1" (25 mm)32°F (0°C) ≤ T < 50°F (+10°C): 0.8" (20 mm)T≥ 50°F (+10°C): 0.5" (12.7 mm)Bus wire size16 AWGOuter jacket color BlackAPPROVALSDESIGN AND INSTALLATIONFor proper design and installation, use TraceCalc Pro design software or the Design section of the Industrial Heat Tracing Products & Services Catalog (H56550). Also, refer to the nVent Installation and Maintenance Manual (H57274). Literature is available via .NOMINAL POWER OUTPUT RATING ON METAL PIPES AT 120 V / 240V(°C)Pipe temperatureW /f t108642(10)(15)(21)(27)(32)(38)(43)(49)(54)(60)010BTV-CR/CT 8BTV-CR/CT 5BTV-CR/CT 3BTV-CR/CTA B C DNote: To choose the correct heating cable for your application, use the Design section of the Industrial Heat Tracing Products & Services Catalog (H 56550). For more detailed information, use TraceCalc Pro design software.MAXIMUM CIRCUIT LENGTHS BASED ON CIRCUIT BREAKER SIZESPRODUCT DIMENSIONS AND WEIGHT©2022 nVent. All nVent marks and logos are owned or licensed by nVent Services GmbH or its affiliates. All other trademarks are the property of their respective owners. nVent reserves the right to change specifications without notice. Our powerful portfolio of brands:North AmericaTel +1.800.545.6258Fax +1.800.527.5703**********************Europe, Middle East, AfricaTel +32.16.213.511Fax +32.16.213.604**********************Asia PacificTel +86.21.2412.1688Fax +86.21.5426.3167*************************Latin AmericaTel +1.713.868.4800Fax +1.713.868.2333**********************ORDERING DETAILSCONNECTION KITSnVent offers a full range of connection kits for power connections, splices, and end seals. These connection kits must be used to ensure proper functioning of the product and compliance with warranty, code, and approvals requirements.GROUND-FAULT PROTECTIONTo minimize the danger of fire from sustained electrical arcing if the heating cable is damaged or improperly installed, and to comply with the requirements of nVent, agency certifications, and national electrical codes, ground-fault equipment protection must be used on each heating cable branch circuit. Arcing may not be stopped by conventional circuit protection. Many nVent RAYCHEM control and monitoringsystems meet the ground-fault protection requirement.。
嵌入式3D打印多孔硅胶义眼台及其表面修饰
眼部的重度创伤、严重感染、重度眼球萎缩、恶性肿瘤晚期等均可能造成眼球不可逆损伤,常需要将病变眼球摘除[1]。
眼球摘除后不仅导致患者病变侧视力缺失,还会影响面容美观,给患者造成巨大的心理负担[2]。
义眼台可代替眼窝体积、改善面部容貌,成为眼球缺失后整形修复的首选[3]。
羟基磷灰石和高密度聚乙烯是义眼台的常用材料,但二者造价昂贵且力学强度明显高于眼周组织,植入术后常引发出血、感染、眼周组织坏死等并发症[3,4]。
硅胶是一种生物相容性良好且价格低廉的弹性材料,更接近人体眼周组织的力学强度(0.72~1.28Mpa ),用于义眼台制备不仅降低了制造成本且可有效避免上述并发症[5-7]。
但硅胶的疏水特性不利于植入后的细胞组织黏附,无孔硅胶义眼台植入术后常伴随极高Embedded 3D printing of porous silicon orbital implants and its surface modificationZHAO Hong 1,2,WANG Yilin 2,WANG Yanfang 3,GONG Haihuan 2,YINJUN Feiyang 2,CUI Xiaojun 1,ZHANG Jiankai 1,HUANG Wenhua 1,21Department of Human Anatomy,School of Basic Medical Sciences,Guangdong Medical University,Dongguan Key Laboratory of Stem Cell and Regenerative Tissue Engineering,Dongguan 523808,China;2National Key Discipline of Human Anatomy,School of Basic Medical Sciences,Southern Medical University,Guangdong Provincial Key Laboratory of Digital Medical and Biomechanics,Guangdong Engineering Research Center for Translation of Medical 3D Printing Application,Guangzhou 510515,China;3Guangdong Provincial People's Hospital Affiliated to Southern Medical University,Guangdong Academy of Medical Science,Guangzhou 510080,China摘要:目的制备个性化多孔硅胶义眼台并探讨表面修饰对硅胶义眼台性能的影响。
Coupling an Advanced Land Surface-Hydrology Model with the Penn State-NCAR MM5 Modeling System1
MONTHLY WEATHER REVIEW
APRIL 2001
Coupling an Advanced Land Surface–Hydrology Model with the Penn State–NCAR MM5 Modeling System. Part I: Model Implementation and Sensitivity
1. Introduction For more than a decade, it has been widely accepted that land surface processes and their modeling play an important role, not only in large-scale atmospheric models including general circulation models (GCMs) (e.g., Mintz 1981; Rowntree 1983, etc.), but also in regional and mesoscale atmospheric models (Rowntree and Bolton 1983; Ookouchi et al. 1984; Mahfouf et al. 1987; Avissar and Pielke 1989; Chen and Avissar 1994a,b, etc.). Mesoscale models that resolve wavelengths from 1 to 100 km (i.e., from meso-␥ to meso- scales) are often used for three applications: 1) regional climate simulations, 2) numerical weather prediction, and 3) air quality monitoring. Therefore, during the last few years, we have witnessed rapid progress in developing and testing land surface models in mesoscale atmospheric models (e.g., Bougeault et al. 1991; Giorgi et al. 1993; Bringfelt 1996; Smirnova et al. 1996; F. Chen et al. 1997; Pielke et al. 1997).
安装与维护手册 VK300 和 VK3000 三口和五口直接操作喷气阀说明书
Installation and Maintenance ManualSeries VK300 and VK3000 3 Port and 5 Port Direct Operating Solenoid ValvesThis Manual should be read in conjunction with the current product CatalogueFor future reference,please keep this manual in a safe placeThese safety instructions are intended to prevent a hazardous situation and/or equipment damage.These instructions indicate the level of potential hazard by label of “Caution”,“Warning”or “Danger”.To ensure safety,be sure to observe ISO4414 (Note1),JIS B 8370 (Note2)and other safety practices.Note 1:ISO 4414:Pneumatic fluid power – Recommendations for the application of equipment to transmission and control systems.Note 2:JIS B 8370:Pneumatic system axiom.CAUTION :Operator error could result in injury orequipment damage.WARNING:Operator error could result in serious injury or loss of life.DANGER :In extreme conditions, there is apossible result of serious injury or loss of life.1.The compatibility of pneumatic equipment is theresponsibility of the person who designs the pneumatic system or decides its specifications.Since the products specified here are used in various operatingconditions,their compatibility for the specific pneumatic system must be based on specifications or after analysis and/or tests tomeet your specific requirements.2.Only trained personnel should operate pneumaticallyoperated machinery and equipment.Compressed air can be dangerous if an operator is unfamiliar with it.Assembly,handling or repair of pneumatic systems should be performed by trained and experienced operators.3.Do not service machinery/equipment or attempt toremove component until safety is confirmed.1) Inspection and maintenance of machinery/equipment shouldonly be performed after confirmation of safe locked-out control positions.2) When equipment is to be removed,confirm the safety processas mentioned above.Switch off air and electrical supplies and exhaust all residual compressed air in the system.3)Before machinery/equipment is re-started,ensure all safetymeasures to prevent sudden movement of cylinders etc.(Bleed air into the system gradually to create back-pressure,i.e.incorporate a soft-start valve).4.Contact SMC if the product is to be used in any of thefollowing conditions:1)Conditions and environments beyond the givenspecifications,or if product is used outdoors.2)Installations in conjunction with atomic energy,railway,airnavigation,vehicles,medical equipment,food and beverage,recreation equipment,emergency stop circuits,press applications,or safety equipment.3)An application which has the possibility of having negativeeffects on people,property,or animals,requiring special safety analysis.Ensure that the air supply system is filtered to 5 micron.ENSURE THAT THE EXHAUST PORTS ARE LEFT OPEN WHEN CONVERTING A VALVE TO 3 PORT CONFIGURATION.VK300-TFM71Specifications Type of operation Direct operated 2-position single solenoid Operating fluid AirStandard Operating pressure rangeVacuum Ambient temperature and operating fluid temperature MAX.50 ºC Standard * Response timeLow wattManual Operation Non-lock push type LubricationUnnecessary Mounting positionAny position ** Impact,vibration resistance 300m/s 2,50m/s ProtectionIP65*In accordance with the dynamic performance test of JIS B 8374-1981 (at the rated voltage,**Impact resistance:No malfunction from test using drop impact tester to axis and right angle direction of main valve and armature,one time when energised and de-energised.Vivration resistance:No malfunction from test with from 8.3 to 2000Hz 1 sweep to axis and right angle direction of main valve andarmature each time when energised and de-energised (Value in the initial stage).Solenoid Specifications Electrical entry DIN type terminal (D)AC Rated voltage DC Allowable voltage ±10%Inrush Apparent power Holding Standard Power consumptionLow watt AC Surge voltage protection circuit Fig 1PlugPlug231425134242513513M3X26Screw W/Spring washer Manifold gasketDXT199-23-4M3X8Screw W/Spring washer Blanking plate VK300-33-3VK3000-7-1Manifold gasket for blanking plateVK3000-6-3M3X26Screw W/Spring washer DXT199-23-4VK3120-OG-01VK3140-OGVK3000-6-1Manifold gasket VK3000-6-2Applicable base Model VV5k3-20Model VV5k3-21Manifold base}Applicable base VK3000-9-1Model VV5k3-40Model VV5k3-(S)41Model VV5k3-(S)42Manifold baseSubplate }(3) Blanking plate Ass’y Parts No.:VK3000-7-1AApplicable base:common for all VV5k3 modelsFig 2(1) Model VK332(2) Model VK334M3X26Screw W/Spring washerManifold gasket DXT199-23-4M3X26Screw W/Spring washer DXT199-23-4VK332-OG-01VK334-OGVK300-41-1VK300-33-3Manifold gasketVK300-41-2Applicable base Model VV3k3-20Model VV3k3-21Model VV5k3-20Model VV5k3-21Manifold baseManifold baseSubplate }Applicable baseVK300-45-1Model VV3k3-40Model VV3k3-(S)42Model VV5k3-40Model VV5k3-(S)41Model VV5k3-(S)42(3) Blanking plate Ass’y Parts No.:VK300-42-1A M3X8Screw W/Spring washer VK300-42-1Blanking plate VK300-41-3Manifold gasket for blanking plateApplicable base:common for all VV3k3 models}Mixed Mounting of VK300 Series and VK3000 Series (Fig 4)It is possible to mount the VK300 onto the Manifold base of the VK3000 Series.When specifying VV5K3-20 or VV5K3-40,ensure that theappropriate Exhaust Port on the Manifold base is PLUGGED using a rubber plug part No.VK3000-8-1,as this Exhaust port becomes redundant when mounting 3 port Valves.The 3 port Valve can also be mounted on additional Manifolds i.e.VV5K3-21,VV5K3-(S)41 and VV5K3-(S) 42 without additional modifications.CAUTION•When converting a 5 port Valve,from 3 ports back to 5 ports ensure that the exhaust plug is removed.•When a 3 port Valve (VK300) is Mounted onto the Manifold base of the VK3000 Series,the Valve function will be NORMALLY CLOSED.If a NORMALL Y OPEN function is required plug port No.of a 5 port Valve.•When piping from the Manifold base,the port No.Valve becomes the port No.4 of the 5 port Valve.possibility of incorrect piping to the port No.port No.2 is plugged.Model VV5K3-20VK332-OG-01VK3120-OG-01Plug VK3000-8-1Plug VK3000-8-1Notch mark (Recession)Notch mark (Recession)VK334-OGModel VV5K3-40VK3140-OGConnection Method for Lamp/Surge Voltage Protection Circuit (Fig 7)When using a DIN connector with DC voltage connect the positive side (-) to the symbol 2 of the terminal block.Part No.of the connector without lamp:VK300-82-1Part No.of the connector with lamp:Refer to the following table Rated voltage *Marking Parts No.AC100V 100V VK300-82-2-01AC110V 110V VK300-82-2-03AC200V 200V VK300-82-2-02AC220V 220V VK300-82-2-04AC240V 240V VK300-82-2-07DC6V 6V VK300-82-4-51DC12V 12V VK300-82-4-06DC24V 24VD VK300-82-3-05DC48V48VDVK300-82-3-53*Indicated on the terminal block.Changing the Direction of the Connector (Cable)After separating the Terminal block from the housing,the cable direction can be changed 4 ways at 90º intervals.WARNINGIf the connector is fitted with a lamp,ensure that the lamp is not damaged by the lead wire of the cable.Applicable Cable.( 2 conductors or 3* conductors)Outside diameter of the cable should be ø3.5 ~ ø7mm.Note 3 Conductor cables are used when connecting to Ground.CAUTIONEnsure that the connector is straight during insertion or removal.Piping tightening torque Connecting screwAppropriate tightening torqueN•m {kgf•cm}M5 1.5~2{15~20}Rc (PT) 1/87~9 {70~90}LubricationThe valve has been lubricated for life on assembly and requires no additional lubrication.element.Keep the residual leakage voltage to 20% or less of the rated voltage for AC coils and 2% or less of the rated voltage for DC coils.MaintenanceWARNINGWhen changing the rated voltage the valve MUST be replaced,as it is NOT possible to change the coil.It is NOT possible to dismantle the valve due to its design.Application of undue force to the valve may damage the valve section.Neon glow lamp with DC,connect the positive side to the Red lead wire and the Negative side to the Black the Blue lead wire is for 100VAC,and the Red Fig 7Varistor Varistor LED LED V a r i s t o rNo.1No.2No.2No.1(+)No.2(-)DiodeNo.1(+)2D i o d eRed (+)Black (-)Surge voltage protection circuitFig 9When you enquire about the product,please contact the following SMC Corporation :ENGLAND Phone 01908-563888TURKEY Phone 212-2211512ITALY Phone 02-92711GERMANY Phone 6103-402-0HOLLAND Phone 020-*******FRANCE Phone 01-64-76-10-00SWITZERLAND Phone 052-396 31 31SWEDEN Phone 08-603 07 00SPAIN Phone 945-184100AUSTRIA Phone 02262-62-280Phone 902-255255IRELAND Phone 01-4501822GREECE Phone 01-3426076DENMARK Phone 70 25 29 00FINLAND Phone 09-68 10 21NORWAY Phone 67-12 90 20BELGIUM Phone 03-3551464POLAND Phone 48-22-6131847PORTUGAL Phone 02-610 8922*Marking*MarkingFor AC and DC 12V or less For DC 24V or moreLight (built in connector)Surge voltage protection circuit (built into the terminal block)AC circuit drawingNL:Neon lamp R:ResistorDC circuit drawing 12V or lessLED:Light emitting diode R:ResistorDC circuit drawing 24V or moreD:Protective diodeLED:Light emitting diode R:Resistor*C o n t a c t p o i n tC -R e l e m e n tCurrent leakageVoltage leakageValvePower sourceC o i lC o i lCoilCoil CoilCoil No.1No.2No.1No.2No.1Neon glow lamp DiodeD i o d eNo.2No.12No.1V a r i s t o rFig 6Fixing screwHousing(Code)Refer to table below Terminal screw (3 places)Slotted area(Light installation position)Terminal block Grommet (Rubber)WasherGland nut。
GE GT26燃气轮机说明书
Efficient, flexible and fastBest all-round plant efficiency over the entire load range with 540 MW at 61% efficiency in combined-cycle operation.The unique sequential combustion feature enables customers to maintain lower emissions over a wider emission compliant operation window down to 15% plant load. Superior turndown capability allows parking at 15% combined-cycle load during periods of lower power demand with all components fully online, offering an unmatched operation flexibility for maximum dispatch in today’s dynamic power markets.22 stages axial compressor with 4 variable guide vanesEnVironmental (EV) annular combustor with24 burners SequentialEnVironmental (SEV) annular combustor with 24 burners Cold-end generatordriven 1 stage air cooled high pressure turbineSolid weldedrotor4 stages, air cooled low pressure turbine C C P P L o a d (%)GT26 operation window* MEL : Minimum Environmental Load subject to allowed emission limits100%~50%MEL* ~15 %Power Optimized Operation RangeMaintenance Cost Operation RangeLow Part Load Operation RangeSequential Combustion TechnologyLow Load Operation RangeVia N. Lorenzi, 8 - 16152 Genoa - Italy Tel: +39 010 6551***********************Environmental sustainableNOx level down to 15 ppm in dry gas mode.High Hydrogen CapabilityDue to the high burning velocity and high flame temperature, standard gas turbine combustion technology struggles at high hydrogen content with high NOx emissions and the risk of flashback. This usually results in the necessity of power derating to comply with required standards.Based on two successive combustion stages, the GT26 recovers the derating of the first stage by shifting the fuel into the second stage. This allows for full operational flexibility, low NOx and no derating.The GT26 engine represents a future-proof investment, keeping its high efficiency at high hydrogen contents. Currently 45% hydrogen in natural gas blends are released for operation, providing best-in-class hydrogen capability.Smart maintenance approachAbility to switch online between two operational modes – Performance Optimized for higher power output or Maintenance Cost Optimized for up to 30% more operation time between scheduled inspections.Long maintenance intervals with 32,000 hours for hot gas path inspections. Ansaldo Energia offers a full and flexible range of service solutions, from Transactional Services through to Operation & Maintenance contracts. Customized service agreements allow customers to choose the best solution to fit their needs.Ansaldo Energia, all rights reserved. Trademarks mentioned in this document are the property of Ansaldo Energia, its affiliates, or their respective owners in the scope of registration. The information contained in this document is merely indicative. No representation or warranty is provided, nor should be relied on, that such information is complete or correct or will apply to any particular project. This will depend on the technical and commercial circumstances. Said information is provided without liability and is subject to change without notice. Reproduction, use or disclosure to third parties, without express written authority, is strictly prohibited.(*) including OTC contributionGeneral note: Performance data are calculated with 100% methane (LVV) at ISO conditions, direct cooling.MEL: Minimum Environmental Load (depending on allowed emission limits)Efficiency (*) (%)41Exhaust Mass Flow (kg/s)741Exhaust Temperature (°C)635Power output (*) (MW)370CC Net Efficiency (%)6161.2CC Net Heat Rate (kJ/kWh)5,9005,882Plant Turndown Minimum load (%)158CC Net Output (MW)5401,083。
阿曼工业园区项目专业词汇翻译(英语)
Circular Letters commissioning mutilate ordinances by-laws Obscurities recourse extrinsic purport signage nuisance essential janitorial services ancillary Retain harbour substantial completion vandalism inclement[ɪnˈklemənt】 combustible 英[kəmˈbʌstəbl] ambient 英 [ ˈæmbiənt ] 美 [ ˈæ mbiənt ]
conducive 英[kənˈdju:sɪv]美[kənˈdu:sɪv mounding 英['maʊndɪŋ]美['maʊndɪŋ]
adj. 有助于…的;
堆土法; 埋土法; 肌丘反应; 肌耸起
clear depth
净深度
extra over (for)
另外计费
positive displacement pump
adj. 细丝状的,纤维所成的,如丝的;
degradation 英[ˌdegrəˈdeɪʃn]美[ˌdɛɡrəˈdeʃən] bacterial 英[bæ k'tɪərɪəl]美[bæ k'tɪərɪrl]
降解 adj. 细菌的; 细菌性;
pore 英[pɔ:(r)]美[pɔr, por
n. 毛孔; 气孔; 细孔;vi. 细看; 钻研; 凝视;
NOC(No Objection Certificate)
施工许可证、无异议证书 n. 委员会; (郡、镇等) 政务会; (尤指旧时 讨论特定步骤的) 协商会议; 市政(或地方管 理)服务机构;
铵-111处理指南说明书
Physical dataPrincipal radiation emissions (1) Gammas: 0.171 MeV (90%) 0.245 MeV (94%)K a x-ray: 0.023 MeV (68%) K b x-ray: 0.026 MeV (15%)K internal conversion electrons: 0.145 MeV (8%) 0.219 MeV (5%)K auger electron: 0.019 MeV (16%) L auger electron: 0.003 MeV (100%)Unshielded exposure rate at 1 cm from a 1 mCi point source: 3.2 R/h (2)Unshielded exposure rate at 1 m from a 1 MBq point source: 2.2 nC/kg/hHalf-value layer for lead shielding: 0.22 mm (0.01 in)(2)Occupational limits (3)Annual limit on intake: 4 mCi (150 MBq) for oral ingestion and 6 mCi (220 MBq) for inhalationDerived air concentration: 3 x 10-6 mCi/ml (110 kBq/m 3)Dosimetry111In presents an external radiation exposure hazard. It may be assumed that 30%, 20%, 7%, 2% and 41% of 111In uptakes in the transfer compartment are translocated to red bone marrow, liver, kidneys, spleen and all other organs and tissues respectively (4). Indium is assumed to be retained indefinitely, however the committed dose is significantly reduced due to the short physical half-life of 111In (4).Decay tablePhysical half-life: 2.83 days (1).To use the decay table, find the number of days in the left hand column and the number of hours along the top of the chart, then find the corresponding decay factor. To obtain a pre-calibration number, divide by the decay factor. For a postcalibration number, multiply by the decay factor. Visit /toolkit to use our online Radioactive Decay Calculator.Hours0 2 4 6 8 10 12 14 16 18 20 22 0 1.000 0.980 0.960 0.941 0.922 0.903 0.885 0.867 0.849 0.832 0.815 0.799 1 0.783 0.767 0.751 0.736 0.721 0.707 0.693 0.679 0.665 0.651 0.638 0.625 2 0.613 0.600 0.588 0.576 0.565 0.553 0.542 0.531 0.520 0.510 0.500 0.490 3 0.480 0.470 0.461 0.451 0.442 0.433 0.424 0.416 0.407 0.399 0.391 0.383 4 0.375 0.368 0.360 0.353 0.346 0.339 0.332 0.326 0.319 0.312 0.306 0.300 5 0.294 0.288 0.282 0.276 0.271 0.265 0.260 0.255 0.250 0.245 0.240 0.235 60.2300.2250.2210.2160.2120.2080.2040.2000.1950.1910.1880.184D a y sFor a complete listing of our global offices, visit /ContactUsCopyright ©2007-2010, PerkinElmer, Inc. All rights reserved. PerkinElmer ® is a registered trademark of PerkinElmer, Inc. All other trademarks are the property of their respective owners.007032B_01 Jul. 2010PerkinElmer, Inc. 940 Winter StreetWaltham, MA 02451 USA P: (800) 762-4000 or (+1) 203-925-4602General handling precautions for Indium-1111. D esignate area for handling 111In and clearly label all containers.2. Store 111In behind 6-mm (0.25-in) thick lead shields.3. W ear extremity and whole body dosimeters while handlingmCi (37 MBq) quantities.4. U se lead shielding and syringe shields to minimize expo-sure.5. Use tools to indirectly handle unshielded sources andpotentially contaminated vessels.6. Practice routine operations to improve dexterity and speedbefore using 111In.7. Prohibit eating, drinking, smoking and mouth pipetting inroom where 111In is handled.8. Use transfer pipets, spill trays and absorbent coverings toconfine contamination.9. Handle potentially volatile chemical forms in ventilatedenclosures.10. S ample exhausted effluent and room air by continuouslydrawing a known volume through membrane filters.11. W ear lab coat, wrist guards and disposable gloves forsecondary protection.12. M aintain contamination and exposure control by regularlymonitoring and promptly decontaminating gloves and surfaces.13. Use end-window Geiger-Mueller detectors, NaI(Tl) detectoror liquid scintillation counter to detect 111In.14. S ubmit urine samples for bioassay after handling 111In toindicate uptake.15. Isolate waste in clearly labeled, shielded containers andhold for decay.16. Establish surface contamination, air concentration andurinalysis action levels below regulatory limits. Investigate and correct any conditions that may cause these levels to be exceeded.17. On completing an operation, secure all 111In, monitor andremove protective coverings; monitor and decontaminate self and surfaces; wash hands and monitor them again.References1. K ocher, David C., Radioactive Decay Data Tables,Springfield: National Technical Information Service, 1981 DOE/TIC-11026.2. C alculated with computer code “Gamma” utilizing decayscheme data from Kocher (1) and mass attenuation coefficient for lead and mass energy absorption coefficients for air from the Radiological Health Handbook, Washington: Bureau of Radiological Health, 1970. The HVL reported here is the initial HVL for narrow beam geometry.3. U .S. Nuclear Regulatory Commission. 10 CFR 20 AppendixB – Standards for Protection Against Radiation, 1994.4. I CRP Publication 30, Part 2, Limits for Intakes of Radionuclidesby Workers. Pergamon Press, Oxford, 1980.PerkinElmer has developed the following suggestions for handling Indium-111 after years of experience working with this gamma, x-ray and electron emitter.。
海域超软土地层大直径盾构掘进控制研究
1研究背景盾构掘进工法作为一种科学有效的隧道施工技术,近些年来取得了不断地发展和完善,为盾构隧道开挖面土体提供充足的支撑力是保证开挖面稳定和成功施工的关键,如果支护压力施加不当,隧道工作面就可能产生较大范围的坍塌或地表隆起等安全隐患,造成生命财产的损失以及周围环境的破坏。
近年来,众多学者对盾构掘进过程中地层的稳定性开展了系列研究。
但是对于海域超软土地层超浅埋大直径盾构掘进地层稳定性的研究尚无涉及,因此通过依托典型的工程项目开展数值模拟和现场监测对比分析研究,研究结果对于在减少地层失稳、控制施工风险、降低施工成本等方面都具有重要的学术意义和工程应用价值。
2工程背景2.1工程概况杧深圳珠海横琴洲隧道工程穿越马骝洲水道,位于横琴一体化区域,隧道段总长约1.74km(含隧道段、明挖暗埋段、敞口段和工作井),南岸工作井盾构机隧道埋深约7.5m。
隧道工程采用直径15.01m的泥水平衡盾构,隧道采用单层衬砌结构,管片外径为14.5m,内径为13.3m,厚度为0.6m,环宽为2m。
2.2工程地质本工程盾构机掘进线路所穿地层自上而下依次为冲镇土、淤泥、碎石质粉质黏土,全风化砂岩和强风化砂岩,隧道洞身主要位于淤泥中,如图1所示。
3满堂加固条件下大直径盾构开挖面稳定性数值分析3.1三维数值模型建立三维数值分析采用PLAXIS3D有限元软件。
由于结构对称性,模型取半结构建立,同时考虑到边界尺寸效应,模型尺寸取值如下:长9D(开挖方向),宽3D,高4D,其中D为开挖面直径,取14.5m,t为加固土层厚度。
模型边界条件为,底部完全约束,侧面约束法向方向,顶部自由;地下水位位于地表,不考虑地下水渗流影响,采用潜水位分析,三维计算模型如图2所示。
在盾构隧道掘进方向的第8环衬砌处的横断面的地表布置了横向沉降测点,在隧道轴线上方的地表布置了纵向沉降测点,其中有3个测点标记为WY1,WY2,WY3,具体测点布置图如图3所示。
研究重点是盾构掘进对地层扰动的影响,盾构隧道掘进过程采取逐环开挖的方法进行模拟,盾构推进示意图如图4所示,具体模拟过程如下:①建立与实际工程相符的地层模型。
ASTM D4000-01
Designation:D 4000–01An American National StandardStandard Classification System forSpecifying Plastic Materials 1This standard is issued under the fixed designation D 4000;the number immediately following the designation indicates the year of original adoption or,in the case of revision,the year of last revision.A number in parentheses indicates the year of last reapproval.A superscript epsilon (e )indicates an editorial change since the last revision or reapproval.This standard has been approved for use by agencies of the Department of Defense.1.Scope *1.1This standard provides a classification system for tabu-lating the properties of unfilled,filled,and reinforced plastic materials suitable for processing into parts.N OTE 1—The classification system may serve many of the needs of industries using plastic materials.The standard is subject to revision as the need requires;therefore,the latest revision should always be used.1.2The classification system and subsequent line callout (specification)is intended to be a means of identifying plastic materials used in the fabrication of end items or parts.It is not intended for the selection of materials.Material selection should be made by those having expertise in the plastics field after careful consideration of the design and the performance required of the part,the environment to which it will be exposed,the fabrication process to be employed,the inherent properties of the material not covered in this document,and the economic factors.1.3This classification system is based on the premise that plastic materials can be arranged into broad generic families using basic properties to arrange the materials into groups,classes,and grades.A system is thus established which,together with values describing additional requirements,per-mits as complete a description as desired of the selected material.1.4In all cases where the provisions of this classification system would conflict with the referenced ASTM specification for a particular material,the latter shall take precedence.N OTE 2—When using this classification system the two-letter,three-digit suffix system applies.N OTE 3—When a material is used to fabricate a part where the requirements are too specific for a broad material callout,it is advisable for the user to consult the supplier to secure callout of the properties to suit the actual conditions to which the part is to be subjected.1.5This standard does not purport to address all of the safety concerns,if any,associated with its use.It is the responsibility of the user of this standard to establish appro-priate safety and health practices and determine the applica-bility of regulatory limitations prior to use.2.Referenced Documents 2.1ASTM Standards:D 149Test Method for Dielectric Breakdown V oltage and Dielectric Strength of Solid Electrical Insulating Materials at Commercial Power Frequencies 2D 150Test Methods for A-C Loss Characteristics and Permittivity (Dielectric Constant)of Solid Electrical Insu-lating Materials 2D 256Test Method for Determining the Izod Pendulum Impact Resistance of Notched Specimens of Plastics 3D 257Test Methods for D-C Resistance or Conductance of Insulating Materials 2D 395Test Methods for Rubber Property—Compression Set 4D 412Test Methods for Vulcanized Rubber and Thermo-plastic Rubbers and Thermoplastic Elastomers—Tension 4D 471Test Method for Rubber Property—Effect of Liq-uids 4D 495Test Method for High-V oltage,Low-Current,Dry Arc Resistance of Solid Electrical Insulation 2D 569Method for Measuring the Flow Properties of Ther-moplastic Molding Materials 5D 570Test Method for Water Absorption of Plastics 3D 573Test Method for Rubber—Deterioration in an Air Oven 4D 575Test Methods for Rubber Properties in Compression 4D 618Practice for Conditioning Plastics and Electrical Insulating Materials for Testing 3D 624Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers 4D 635Test Method for Rate of Burning and/or Extent and Time of Burning of Self-Supporting Plastics in a Horizon-tal Position 3D 638Test Method for Tensile Properties of Plastics 3D 648Test Method for Deflection Temperature of Plastics Under Flexural Load 31This classification system is under the jurisdiction of ASTM Committee D20on Plastics and is the direct responsibility of Subcommittee D20.94on Government/Industry Standardization (Section D20.94.01).Current edition approved March 10,2001.Published June 2001.Originally published as D 4000–st previous edition D 4000–00a.2Annual Book of ASTM Standards ,V ol 10.01.3Annual Book of ASTM Standards ,V ol 08.01.4Annual Book of ASTM Standards ,V ol 09.01.5Discontinued —See 1994Annual Book of ASTM Standards ,V ol 08.01.1*A Summary of Changes section appears at the end of this standard.Copyright ©ASTM International,100Barr Harbor Drive,PO Box C700,West Conshohocken,PA 19428-2959,United States.NOTICE: This standard has either been superseded and replaced by a new version or discontinued.Contact ASTM International () for the latest information.D695Test Method for Compressive Properties of Rigid Plastics3D706Specification for Cellulose Acetate Molding and Extrusion Compounds3D707Specification for Cellulose Acetate Butyrate Molding and Extrusion Compounds3D747Test Method for Apparent Bending Modulus of Plastics by Means of a Cantilever Beam3D785Test Method for Rockwell Hardness of Plastics and Electrical Insulating Materials3D787Specification for Ethyl Cellulose Molding and Extru-sion Compounds3D789Test Methods for Determination of Relative Viscos-ity,Melting Point,and Moisture Content of Polyamide (PA)3D790Test Methods for Flexural Properties of Unreinforced and Reinforced Plastics and Electrical Insulating Materi-als3D792Test Method for Density and Specific Gravity(Rela-tive Density)of Plastics by Displacement3D883Terminology Relating to Plastics3D955Test Method for Measuring Shrinkage from Mold Dimensions of Molded Plastics3D1003Test Method for Haze and Luminous Transmittance of Transparent Plastics3D1149Test Method for Rubber Deterioration—Surface Ozone Cracking in a Chamber4D1203Test Methods for V olatile Loss from Plastics Using Activated Carbon Methods3D1238Test Method for Flow Rates of Thermoplastics by Extrusion Plastometer3D1248Specification for Polyethylene Plastics Molding and Extrusion Materials3D1434Test Method for Determining Gas Permeability Characteristics of Plastic Film and Sheeting6D1435Practice for Outdoor Weathering of Plastics3D1499Practice for Filtered Open-Flame Carbon-Arc Ex-posures of Plastics3D1505Test Method for Density of Plastics by the Density-Gradient Technique3D1525Test Method for Vicat Softening Temperature of Plastics3D1562Specification for Cellulose Propionate Molding and Extrusion Compounds3D1600Terminology for Abbreviated Terms Relating to Plastics3D1693Test Method for Environmental Stress-Cracking of Ethylene Plastics3D1709Test Methods for Impact Resistance of Plastic Film by the Free-Falling Dart Method3D1784Specification for Rigid Poly(Vinyl Chloride)(PVC) Compounds and Chlorinated Poly(Vinyl Chloride) (CPVC)Compounds3D1822Test Method for Tensile-Impact Energy to Break Plastics and Electrical Insulating Materials3D1898Practice for Sampling of Plastics7D1929Test Method for Ignition Properties of Plastics3D2116Specification for FEP-Fluorocarbon Molding and Extrusion Materials3D2137Test Methods for Rubber Property—Brittleness Point of Flexible Polymers and Coated Fabrics4D2240Test Method for Rubber Property—Durometer Hardness4D2287Specification for Nonrigid Vinyl Chloride Polymer and Copolymer Molding and Extrusion Compounds3D2288Test Method for Weight Loss of Plasticizers on Heating3D2565Practice for Operating Xenon Arc-Type Light-Exposure Apparatus With and Without Water for Exposure of Plastics8D2583Test Method for Indentation Hardness of Rigid Plastics by Means of a Barcol Impressor8D2584Test Method for Ignition Loss of Cured Reinforced Resins8D2632Test Method for Rubber Property—Resilience by Vertical Rebound4D2843Test Method for Density of Smoke from the Burn-ing or Decomposition of Plastics8D2863Test Method for Measuring the Minimum Oxygen Concentration to Support Candle-Like Combustion of Plastics(Oxygen Index)8D2951Test Method for Resistance of Types III and IV Polyethylene Plastics to Thermal Stress-Cracking8D3012Test Method for Thermal Oxidative Stability of Propylene Plastics,Using a Biaxial Rotator8D3029Test Methods for Impact Resistance of Flat,Rigid Plastic Specimens by Means of a Tup(Falling Weight)9 D3294Specification for PTFE Resin Molded Sheet and Molded Basic Shapes8D3295Specification for PTFE Tubing8D3296Specification for FEP-Fluorocarbon Tube8D3350Specification for Polyethylene Plastics Pipe and Fittings Materials8D3418Test Method for Transition Temperatures of Poly-mers by Thermal Analysis8D3595Specification for Polychlorotrifluoroethylene (PCTFE)Extruded Plastic Sheet and Film8D3638Test Method for Comparative Tracking Index of Electrical Insulating Materials10D3713Test Method for Measuring Response of Solid Plastics to Ignition by a Small Flame11D3801Test Method for Measuring the Comparative Extin-guishing Characteristics of Solid Plastics in a Vertical Position8D3892Practice for Packaging/Packing of Plastics8D3895Test Method for Oxidative-Induction Time of Poly-olefins by Differential Scanning Calorimetry86Annual Book of ASTM Standards,V ol15.09.7Discontinued—See1997Annual Book of ASTM Standards,V ol08.01.8Annual Book of ASTM Standards,V ol08.02.9Discontinued—See1994Annual Book of ASTM Standards,V ol08.02.Re-placed by Test Methods D5420and D5628.10Annual Book of ASTM Standards,V ol.10.02.11Discontinued—See1999Annual Book of ASTM Standards,V ol08.02.D3915Specification for Poly(Vinyl Chloride)(PVC)and Chlorinated Poly(Vinyl Chloride)(CPVC)Compounds for Plastic Pipe and Fittings Used in Pressure Applications8 D3935Specification for Polycarbonate(PC)Unfilled and Reinforced Material8D3965Specification for Rigid Acrylonitrile-Butadiene-Styrene(ABS)Compounds for Pipe and Fittings8D3985Test Method for Oxygen Gas Transmission Rate Through Plastic Film and Sheeting Using a Coulometric Sensor6D4020Specification for Ultra-High-Molecular-Weight Polyethylene Molding and Extrusion Materials8D4066Specification for Nylon Injection and Extrusion Materials8D4067Specification for Reinforced and Filled Polyphe-nylene Sulfide Injection Molding and Extrusion Materials8 D4101Specification for Propylene Plastic Injection and Extrusion Materials8D4181Specification for Acetal(POM)Molding and Extru-sion Materials8D4203Specification for Styrene-Acrylonitrile(SAN)In-jection and Extrusion Materials8D4216Specification for Rigid Poly(Vinyl Chloride(PVC) and Related Plastic Building Products Compounds8D4329Practice for Operating Light and Water Apparatus (Fluorescent UV Condensation Type)for Exposure of Plastics12D4349Specificaton for Polyphenylene Ether(PPE)Mate-rials12D4364Practice for Performing Accelerated Outdoor Weathering of Plastics Using Concentrated Natural Sun-light12D4396Specification for Rigid Poly(Vinyl Chloride)(PVC) and Related Plastic Compounds for Nonpressure Piping Products12D4441Specification for Aqueous Dispersions of Polytet-rafluorethylene12D4474Specification for Styrenic Thermoplastic Elastomer Injection Molding and Extrusion Materials(TES)12D4507Specification for Thermoplastic Polyester(TPES) Materials13D4549Specification for Polystyrene Molding and Extru-sion Materials(PS)12D4550Specification for Thermoplastic Elastomer-Ether-Ester(TEEE)12D4617Specification for Phenolic Compounds(PF)12D4634Specification for Styrene-Maleic Anhydride Mate-rials(S/MA)12D4673Specification for Acrylonitrile-Butadiene-Styrene (ABS)Molding and Extrusion Materials12D4745Specification for Filled Compounds of Polytet-rafluoroethylene(PTFE)Molding and Extrusion Materi-als12D4812Test Method for Unnotched Cantilever Beam Im-pact Strength of Plastics12D4894Specification for Polytetrafluoroethylene(PTFE) Granular Molding and Ram Extrusion Materials12D4895Specification for Polytetrafluoroethylene(PTFE) Resins Produced from Dispersion12D4976Specification for Polyethylene Plastics Molding and Extrusion Materials12D5021Specification for Thermoplastic Elastomer–Chlori-nated Ethylene Alloy(TECEA)12D5046Specification for Fully Crosslinked Elastomeric Al-loys(FCEAs)12D5138Specification for Liquid Crystal Polymers(LCP)12 D5203Specification for Polyethylene Plastics Molding and Extrusion Materials from Recycled Post-Consumer HDPE Sources12D5279Test Method for Measuring the Dynamic Mechani-cal Properties of Plastics in Torsion12D5420Test Method for Impact Resistance of Flat,Rigid Plastic Specimen by Means of a Striker Impacted by a Falling Weight(Gardner Impact)12D5436Specification for Cast Poly(Methyl Methacrylate) Plastic Rods,Tubes,and Shapes12D5628Test Method for Impact Resistance of Flat,Rigid Plastic Specimens by Means of a Falling Dart(Tup or Falling Weight)12D5676Specification for Recycled Polystyrene Molding and Extrusion Materials12D5990Classification System for Polyketone Injection and Extrusion Materials(PK)12D6339Specification for Syndiotactic Polystyrene Molding and Extrusion(SPS)12D6358Classification System for Poly(Phenylene Sulfide) Injection Molding and Extrusion Materials Using ISO Methods12D6360Practice for Enclosed Carbon-Arc Exposures of Plastics12D6457Specification for Extruded and Compression Molded Rod and Heavy-Walled Tubing Made from Poly-tetrafluoroethylene(PTFE)12D6585Specification for Unsintered Polytetrafluoroethyl-ene(PTFE)Extruded Film or Tape12E29Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications14E84Test Method for Surface Burning Characteristics of Building Materials15E96Test Methods for Water Vapor Transmission of Mate-rials16E104Practice for Maintaining Constant Relative Humidity by Means of Aqueous Solutions17E162Test Method for Surface Flammability of Materials Using a Radiant Heat Energy Source15F372Test Method for Water Vapor Transmission of Flex-ible Barrier Materials Using an Infrared Detection Tech-nique612Annual Book of ASTM Standards,V ol08.03.13Discontinued—See1998Annual Book of ASTM Standards,V ol08.03. Replaced by Specification D5927.14Annual Book of ASTM Standards,V ol14.02. 15Annual Book of ASTM Standards,V ol04.07. 16Annual Book of ASTM Standards,V ol04.06. 17Annual Book of ASTM Standards,V ol11.03.2.2Federal Standard:18Department of Transportation Federal Motor Vehicle Safety Standard No.3022.3Underwriters Laboratories:19UL94Standards for Tests for Flammability for Parts in Devices and Appliances2.4IEC and ISO Standards:20IEC 93Recommended Methods of Tests for V olume and Surface Resistivities of Electrical Insulation Materials IEC 112Recommended Method for Determining the Com-parative Tracking Index of Solid Insulation Materials Under Moist ConditionsIEC 243Recommended Methods of Test for Electrical Strength of Solid Insulating Materials at Power Frequen-ciesIEC 250Recommended Methods for the Determination of the Permittivity and Dielectric Dissipation Factor of Electrical Insulation Materials at Power,Audio,and Radio Frequencies Including Metre WavelengthsIEC 60695-11-10:Fire Hazard Testing—Part 11-10:Test Flames—50W Horizontal and Vertical Flame Tests ISO 62Plastics—Determination of Water AbsorptionISO 75-1Plastics—Determination of Temperature of De-flection Under Load—Part 1:General PrinciplesISO 75-2Plastics—Determination of Temperature of De-flection Under Load—Part 2:Plastics and EboniteISO 178Plastics—Determination of Flexural Properties of Rigid PlasticsISO 179Plastics—Determination of Charpy Impact Strength of Rigid MaterialsISO 180Plastics—Determination of Izod Impact Strength of Rigid MaterialsISO 294-4Plastics—Injection Moulding of Test Specimens of Thermoplastic Materials—Part 4:Determination of Moulding ShrinkageISO 527–1Plastics—Determination of Tensile Properties—Part 1:General PrinciplesISO 527-2Plastics—Determination of Tensile Properties—Part 2:Test Conditions for Moulding and Extrusion PlasticsISO 604Plastics—Determination of Compressive Proper-tiesISO 868Plastics—Determination of Indention Hardness by Means of a Durometer (Shore Hardness)ISO 877Plastics—Determination of Resistance to Change Upon Exposure Under Glass to DaylightISO 974Plastics—Determination of the Brittleness Tem-perature by ImpactISO 1183Plastics—Methods for Determining the Density and Relative Density of Non-Cellular PlasticsISO 2039-2Plastics—Determination of Hardness—Part 2:Rockwell HardnessISO 3795Road Vehicles,Tractors,and Machinery for Agriculture and Forestry—Determination of Burning Be-havior of Interior MaterialsISO 4577Plastics—Polypropylene and Propylene—Copolymers—Determination of Thermal Oxidative Sta-bility in Air-Oven MethodISO 4589Plastics—Determination of Flammability by Oxygen IndexISO 4607Plastics—Method of Exposure to Natural Weath-eringISO 4892Plastics—Methods of Exposure to Laboratory Light SourcesISO 4892–4Plastics—Methods of Exposure to Laboratory Light Sources—Part 4:Open-flame Carbon-arcISO 6603-1Plastics—Determination of Multiaxial Impact Behavior of Rigid Plastics—Part 1:Falling Dart Method ISO 6721-1Plastics—Determination of Dynamic Mechani-cal Properties—Part 1:General PrinciplesISO 6721-2Plastics—Determination of Dynamic Mechani-cal Properties—Part 2:Torsion-Pendulum Method ISO 11357-1Plastics—Differential Scanning Calorimetry—Part 1:General principles ISO 11357-3Plastics—Differential Scanning Calorimetry—Part 3:Determination of Temperature and Enthalpy of Melting and Crystallization18Available from Superintendent of Documents,ernment Printing Office,Washington,DC 20402.19Available from Underwriters Laboratories,Inc.,Publication Stock,333Pfingsten Rd.,Northbrook,IL 60062.20Available from American National Standards Institute,11W.42nd St.,13th Floor,New York,NY10036.TABLE1Standard Symbols for Generic Families With Referenced Standards and Cell TablesStandard Symbol Plastic Family Name ASTM A Standard Suggested Reference Cell Tables forMaterials Without an ASTM Standard BUnfilled Filled ABA acrylonitrile-butadiene-acrylate EABS acrylonitrile-butadiene-styrene D3965D4673AMMA acrylonitrile-methyl methacrylate EARP aromatic polyester(see LCP)ASA acrylonitrile-styrene-acrylate ECA cellulose acetate D706CAB cellulose acetate butyrate D707CAP cellulose acetate proprionate E DCE cellulose plastics,general E DCF cresol formaldehyde H HCMC carboxymethyl cellulose ECN cellulose nitrate E DCP cellulose propionate D1562CPE chlorinated polyethylene FCPVC chlorinated poly(vinyl chloride)D4396,D1784,D5260,D3915,D4216CS casein H HCTA cellulose triacetate E DEC ethyl cellulose D787E DE-CTFE ethylene-chlorotrifluoroethylene copolymer D3275EEA ethylene-ethyl acrylate FEMA ethylene-methacrylic acid FEP epoxy,epoxide H HEPD ethylene-propylene-dieneEPM ethylene-propylene polymer F D ETFE ethylene-tetrafluoroethylene copolymer D3159EVA ethylene-vinyl acetate FFCEA fully crosslinked elastomeric alloy D5046FEP perfluoro(ethylene-propylene)copolymer D2116FF furan formaldehyde D3296H HIPS impact polystyrene(see PS)LCP liquid crystal polymer D5138MF melamine-formaldehyde H HPA polyamide(nylon)D4066PAEK polyaryletherketone D__PAI polyamide-imide D5204G G PARA polyaryl amidePB polybutene-1FPBT poly(butylene terephthalate)(see TPES)PC polycarbonate D3935PCTFE polymonochlorotrifluoroethylene D1430,D3595PDAP poly(diallyl phthalate)H HPE polyethylene D1248,D4976,D3350,D4020,D5203PEBA polyether block amidePEEK polyetheretherketonePEI polyether-imide D5205PEO poly(ethylene oxide)D__PESV polyether sulfonePET poly(ethylene terephthalate),general(see TPES)PETG glycol modified polyethylene terephthalate comonomer(see TPES)PF phenol-formaldehyde D4617PFA perfluoro alkoxy alkane D3307PI polyimide G GPIB polyisobutylene FPK polyketone D5990PMMA Poly(methyl methacrylate)D788,D5436DPMP poly(4-methylpentene-1)FPOM polyoxymethylene(acetal)D4181POP polyphenylene oxide(see PPE)PP poly(propylene plastics)D4101PPA polyphthalamide D5336PPE polyphenylene ether D4349PPOX poly(propylene oxide)PPS poly(phenylene sulfide)D4067,D6358PPSU poly(phenyl sulfone)G GPS polystyrene D4549,D5676PSU polysulfone D6394PTFE polytetrafluoroethylene D3294,D3295,D4441,D4745,D4894,D4895,D6457,D6585PUR polyurethane F DTABLE1ContinuedStandard Symbol Plastic Family Name ASTM A Standard Suggested Reference Cell Tables forMaterials Without an ASTM Standard BUnfilled Filled PVAC poly(vinyl acetate)F D PVAL poly(vinyl alcohol)F DPVB poly(vinyl butyral)F DPVC poly(vinyl chloride)D2287F D PVDC poly(vinyl idene chloride)F D PVDF poly(vinyl idenefluoride)D3222PVF poly(vinylfluoride)F D PVFM poly(vinyl formal)F DPVK poly(vinylcarbazole)F DPVP poly(vinyl pyrrolidone)F DSAN styrene-acrylonitrile D4203SB styrene-butadiene E DSI silicone plastics G GS/MA styrene-maleic anhydride D4634SMS styrene-methylstyrene E DSPS syndiotactic polystyrene D6339TECEA thermoplastic elastomer-chlorinated ethylene alloy D5021TEEE thermoplastic elastomer,ether-ester D4550TEO thermoplastic elastomer-olefinic D5593TES thermoplastic elastomer-stryenic D4474TPE thermoplastic elastomer(see individual material)TPES thermoplastic polyester(general)D4507TPU thermoplastic polyurethane D5476UF urea-formaldehyde H HUP unsaturated polyester D__VDF vinylidenefluoride D5575A The standards listed are those in accordance with this classification.D__indicates that a standard is being developed by the subcommittee responsible.B Cell Tables A and B have been reserved for the referenced standards and will apply to unfilled andfilled materials covered in those standards.3.Terminology3.1Definitions—The definitions used in this classification system are in accordance with Terminology D883.4.Significance and Use4.1The purpose of this classification system is to provide a method of adequately identifying plastic materials in order to give industry a system that can be used universally for plastic materials.It further provides a means for specifying these materials by the use of a simple line call-out designation. 4.2This classification system was developed to permit the addition of property values for future plastics.5.Classification5.1Plastic materials shall be classified on the basis of their broad generic family.The generic family is identified by letter designations as found in Table1.These letters represent the standard abbreviations for plastics in accordance with Termi-nology D1600.N OTE4—For example:PA=polyamide(nylon).5.1.1The generic family is based on the broad chemical makeup of the base polymer.By its designation,certain inherent properties arespecified.TABLE 3Suffix Symbols and Requirements ASymbol CharacteristicAColor (unless otherwise shown by suffix,color is understood to be natural)Second letter A =does not have to match a standardB =must match standardThree-digit number 001=color and standard number on drawing002=color on drawingBFluid resistanceSecond letter A =reference fuel A,ASTM D 471,aged 70h at 2362°CB =reference fuel C,ASTM D 471,aged 70h at 2362°C C =ASTM #1oil,ASTMD 471,aged 70h at 10062°C D =IRM 902oil,ASTM D 471,aged 96h at 10062°CE =IRM 903oil,ASTM D 471,aged 70h at 10062°CF =Distilled water,ASTM D 471,aged 70h at 10062°CThree digit number is obtained from Suffix Table 1.It indicates change in hardness,tensile strength,elongation,and volume.Example:BC 132specifies that material,after aging in ASTM #1oil for 70h at 100°C,can have changed no more than 2Shore D points,5%tensile strength,15%elongation,and 5%in volume.CMelting point—softening pointSecond letter B =ASTM D 1525,load 10N,Rate A (Vicat)C =ASTMD 1525,load 10N,Rate B (Vicat)D =ASTM D 3418(Transition temperature DSC/DTA)(ISO 11357-1and 11357-3)G =ISO 306,load 10N,heating rate 50°C/h (Vicat)H =ISO 306,load 10N,heating rate 120°C/h (Vicat)I =ISO 306,load 50N,heating rate 50°C/h (Vicat)J =ISO 306,load 50N,heating rate 120°C/h (Vicat)K =ASTM D 1525,load 50N,Rate A (Vicat)L =ASTM D 1525,load 50N,Rate B (Vicat)Three-digit number =minimum value°C EElectricalSecond letter A =dielectric strength (short-time),ASTM D 149(IEC 243)Three-digit number 3factor of 0.1=kV/mm,minB =dielectric strength (step by step),ASTM D 149(IEC 243)Three-digit number 3factor of 0.1=kV/mm,minC =insulation resistance,ASTMD 257(IEC 93)Three-digit number 3factor of 1014=V ,minD =dielectric constant at 1MHz,ASTM D 150,max (IEC 250)Three-digit number 3factor of 0.1=valueE =dissipation factor at 1MHz,ASTM D 150,max (IEC 250)Three-digit number 3factor of 0.0001=valueF =arc resistance,ASTM D 495,minThree-digit number =valueG =volume resistivity,ASTM D 257(IEC 93)Three-digit number 3factor of 1014=V -cm,minH =comparative tracking index,ASTM D 3638,ac frequency,50Hz,0.1%ammonium chloride (IEC 112)Three-digit number =V,minJ =volume resistivity,ASTM D 257(IEC 93),V -cmK =surface resistivity,ASTM D 257(IEC 93),V (per square)First digit indicates:1=minimum requirement 2=maximum requirementFinal two digits indicate the exponential value of the base 10Example:EJ206specifies a maximum volume resistivity of 106V -cm FFlammabilitySecond letter A =ASTM D 635(burning rate)(IEC 60695-11-10)000=to be specified by userB =ASTM D 2863(oxygen index)(ISO 4589)Three-digit number =value %,maxC =ASTMD 1929,Procedure A (flash-ignition)TABLE 2Reinforcement-Filler A Symbols B and TolerancesSymbol MaterialToleranceC Carbon and graphite fiber-reinforced 62percentage points G Glass-reinforced62percentage pointsL Lubricants (for example,PTFE,graphite,silicone,and molybdenum disulfide)depends upon material and process—to be specified.M Mineral-reinforced62percentage pointsRCombinations of reinforcements and fillers63percentage points (based on the total reinforcements or fillers,or both)A Ash content of filled or reinforced materials may be determined using Test Method D 2584where applicable.BAdditional symbols will be added to this table asrequired.Symbol CharacteristicThree-digit number=value,°C,minD=ASTM D1929,Procedure B(self-ignition)Three-digit number=value,°C,minE=ASTM D3713000=to be specified by userF=ASTM D3801000=to be specified by userG=ASTM E162First two digits indicate minimum specimen thickness00to be specified05 3.00mm010.25mm06 6.00mm020.40mm079.00mm030.80mm0812.70mm04 1.60mm09>12.70mmThird digit indicates theflame spread115max5100max225max6150max350max7200max475max8>200H=E84000=to be specified by userJ=FMVSS302(ISO3795)000=to be specified by userK=density of smoke,ASTM D2843000=to be specified by userL=UL94(IEC60695-11-10)First digit indicates minimum specimen thicknessMolding Materials Thin Filmsmmµm0to be specified to be specified10.2525.020.4050.030.8075.04 1.60100.05 2.50125.06 3.00150.07 6.00175.0812.70200.09>12.70>200.0Second digit indicates type offlame test1=Vertical(94V)1=Horizontal(94H)3=125mmflame(94-5V)4=Vertical thin materials(94VTM)Third digit indicates theflame rating0=(94V/94VTM)0-refer to UL941=(94V/94VTM)1-refer to UL942=(94V/94VTM)2-refer to UL943=(94HB)1-burn rate<40mm/min4=(94HB)2-burn rate<75mm/min5=(94-5V)A no holes on plaques6=(94-5V)B with holes on plaques7=(94foam)1refer to UL948=(94foam)2refer to UL949=(94foam)H refer to UL94G Specific gravitySecond letter A=ASTM D792(tolerance60.02)(ISO1183Method A)B=ASTM D792(tolerance60.05)(ISO1183Method A)C=ASTM D792(tolerance60.005)(ISO1183Method A)D=ASTM D1505(tolerance60.02)E=ASTM D1505(tolerance60.05)F=ASTM D1505(tolerance60.005)H=ASTM D792/D1505(max)L=ASTM D792/D1505(min)Three-digit number3factor of0.010=requirement valueH Heat resistance,properties at temperatureSecond letter A=heat aged for70h at10062°C,ASTM D573B=heat aged for70h at15062°C,ASTM D573C=heat aged for70h at20062°C,ASTM D573Three-digit number is obtained from Suffix Table1.It indicates change in hardness,tensile strength,elongation and volume.Second letter D=tested at10062°CE=tested at12562°CF=tested at15062°CThree-digit numbers obtained from Suffix Table2.It indicates tensile strength,elongation,and tear strength.。
结构设计常用专业英语词汇汇编
accidental combination偶然组合accidental load偶然荷载action作用apartment公寓arched roof拱形屋面area projected on a horizontal plane水平投影面ash load积灰荷载attic阁楼balcony阳台ballroom/ dance hall舞厅basic load combination基本荷载组合basic variable基本变量basic wind speed基本风速boundary condition边界条件boundary layer边界层cab驾驶室(吊车)canopy雨棚cantilever member悬挑构件cantilever slab悬臂板case工况catwalk马道characteristic value标准值nominal value标准值standard value标准值characteristic/nominal combination标准组合cladding system围护系统coefficient of thermal expansion温度膨胀系数column effective length柱有效长度combination value组合值comply with requirement of Chinese code满足中国规范要求concentrated load集中荷载concentration of plastic deformation塑性变形集中construction and maintenance load施工和检修荷载construction load施工荷载construction sequence施工顺序control room控制室corner转角,角部corridor走廊crane load吊车荷载crane wheel load吊车轮压dead load恒载dead-load-resisting moment恒载产生的弯矩deformed position变形后位置degree of reliability可靠度density密度design reference period设计基准期design situation设计状况design value设计值design value of a load荷载设计值design working life设计使用年限determinate structure静定结构diaphragm stiffness楼板刚度differential settlement不均匀沉降distribution factor of snow pressure屋面积雪分布系数double span double pitched roof双跨双坡屋面during service life使用期间dynamic analysis动力分析dynamic coefficient动力系数earthquake action地震作用eave屋檐/挑檐edge beam边梁edge column边柱elasticity modulus弹性模量electric hoist电动葫芦element check构件校核enclosed structure封闭式结构energy能量equibrium equation平衡方程equivalent uniform live load等效均布活荷载expansion膨胀exposure category地面粗糙度类别(美)exposure factor for wind pressure风压高度变化系数(美)field experiment现场试验fire escape防火楼梯first mode第一振型fixed seats固定座位flat roof平屋顶flexible lifting hook软钩吊车floor live load楼面活荷载fluid pressure流体压力fractile分位值frequent combinations频遇组合frequent value频遇值fundamental combination基本组合gable山墙garage车库geometrical parameter几何参数gradient height梯度风高度gust阵风gust factor coefficient阵风系数gymnasium健身房hand-geared bridge crane手动吊车handrail栏杆,扶手hard lifting hook硬钩吊车height variation factor of wind pressure风压高度变化系数height-to-width ratio高宽比heliport直升飞机平台horizontal component水平分量horizontal load水平荷载horizontal load on railing栏杆水平荷载hydrostatic uplift load水浮力impact factor冲击系数impact load冲击荷载importance factor重要性系数indeterminate structure超静定结构interpolation内插值法laboratory实验室large(long)-span structure大跨结构lateral force on crane runaway beam吊车横向水平荷载lateral load侧向力leeward背风面lifted load吊重limit state极限状态live load活荷载load code for the design of building structures建筑结构荷载规范load combination荷载组合load combination coefficient荷载组合系数load effect荷载效应lobby大厅local area局部部位local load局部荷载longitudinal force on crane runaway beam吊车纵向水平荷载long-term deflection长期变形magnification factor of wind fluctuation脉动增大系数manned roof上人屋面mass质量material property材料性能maximum wheel load最大轮压mean roof height平均屋面高度minimum potential energy principle最小势能原理mode superposition振型叠加法mountainous region山区movable seats活动座位multi degree-of-freedom system多自由度体系multi-defense system多道设防体系occupancy category房屋类别office building办公楼on adjacent span相邻跨on alternate span隔跨on the entire span满跨on the half span半跨open-frame tower敞开式塔架operating load操作荷载operating room手术室overturning倾覆overturning moment倾覆弯矩parapet wall女儿墙partial safety factor for loads荷载分项系数partially enclosed structure半敞开式结构partition load隔墙荷载passenger vehicle客车patient room病房performance function功能函数period for no.1第一周期period reduction factor周期折减系数permanent action(load)永久作用(荷载)permanent load永久荷载permanent partition固定隔墙pitched roof坡屋顶,斜屋面place of public assembly人口密集处plant厂房platform看台Poisson's ratio泊松比pond load积水荷载portable partition可移动隔墙primary load-resisting system主要承重体系probability distribution概率分布probability of failure失效概率purlin檩条quasi-permanent combinations准永久组合quasi-permanent value准永久值rated capacity额定起重量(吊车)reading room阅览室recurrence interval重现期reducing coefficient of live load活荷载折减系数reduction of live load活荷载折减reference snow pressure基本雪压reference wind pressure基本风压reliability可靠性reliability index可靠指标repeated service load反复荷载representative value代表值representative value of a load荷载代表值representative value of gravity load重力荷载代表值residential住宅resistance抗力ridge屋脊roof garden屋顶花园roof live load屋面活荷载roof slope屋面坡度safety category安全等级saw-toothed roof锯齿形屋面scaffolding脚手架self-straining force自应力荷载serviceablility limit state正常使用极限状态shape factor of wind load风荷载体形系数shear modulus剪切模量single degree-of-freedom system单自由度体系single span monopitched roof单跨单坡屋面skylight天窗sliding滑移snow load雪荷载soil pressure土压力stack room书库stage舞台stair楼梯stair tread踏步板statistical data统计资料statistical parameter统计参数steel rail钢轨,轨道stiffness刚度stiffness enlargement factor for middle-span beam中梁刚度放大系数stiffness restraint of backfill soil to basement回填土对地下室约束的相对刚度storey drift层间位移strain energy应变能stress-strain relationship应力-应变关系strong shear – weak bending强剪弱弯suburban area城市郊区take-off weight起飞重量temporary partition临时隔墙terrain roughness地面粗糙度the most critical combination最不利组合the most critical effect最不利效应the worst case最不利情况theatre剧院time history analysis时程分析transverse traveling load横向行驶的荷载(吊车)tributary area从属面积trolley小车(吊车)tunnel test风洞试验ultimate limit state承载能力极限状态unbalanced accumulation不均匀堆积unenclosed structure敞开式结构unmanned roof不上人屋面urban area城市市区variable action(load)可变作用(荷载)variational principal变分原理vertical component竖向分量vertical element竖向构件vertical load竖向荷载virtual work虚功wind fluctuation factor脉动影响系数wind fluttering factor风振系数wind load风荷载wind shield挡风板wind-excited oscillation风致振动windward迎风面work功working grade工作级别(吊车)accidental eccentricity偶然偏心additional bending moment附加弯矩additional damping附加阻尼additional seismic action factors at top of the building顶部附加地震作用系数allowable value of drift angle层间位移角限值amplifying factor for elaso-plastic story drift弹塑性层间位移放大系数artificial acceleration time-history curve人工模拟加速度时程曲线avalanche崩塌axial-force-ratio轴压比backing bar垫板base shear force底部剪力base shear method基底剪力法bearing wall承重墙boundary of slope边坡边缘brittle mode of failure脆性破坏buried depth埋置深度cast-in-situ concrete floor现浇混凝土楼板center of mass质量中心center of rigidity刚度中心circular natural frequency自振圆频率code for seismic design of buildings建筑抗震设计规范compaction method加密法composite floor with fluted plate压型钢板钢筋混凝土组合楼板compound hoop复合箍筋compound or continuous compound rectangular复合或连续复合矩形螺旋箍 spiral hoopconcentrically braced frame中心支撑框架confining boundary element约束边缘构件core column芯柱corner column角柱coupled torsion method扭转藕联方法coupling beam连梁critical damping临界阻尼crosswise brace交叉支撑damped free vibration有阻尼自由振动damping ratio阻尼比deformations predominantly due to shear剪切变形为主design basic acceleration of ground motion设计基本地震加速度design characteristic period of ground motion设计特征周期design earthquake groups设计地震分组design parameters of ground motion设计地震动参数detail of seismic design抗震构造措施diaphragm discontinuity楼面不连续discontinuity in bearing capacity承载力突变discontinuity in vertical anti-lateral-force members竖向抗侧力构件不连续displacement-relevant type位移相关型dog-bone connection狗骨节点double plate贴板double-limb coupling wall双肢抗震墙ductility延性dynamic characteristics动力特性earthquake action地震作用eccentrically braced frame偏心支撑框架elasto-plastic deformation analysis弹塑性变形分析elato-plasic time-history analyzing method弹塑性时程分析end-column端柱energy-dissipating beam segment耗能梁段energy-dissipating component耗能构件equivalent static lateral force等效侧向静力荷载equivalent viscous damping ratio等效粘滞阻尼比expansion joint/contraction joint伸缩缝favorable有利fixing location嵌固部位frame structure框架结构frame-brace框架-支撑frame-core-tube structure框架-核心筒结构framed tube框架-筒体frame-support wall structure部分框支抗震墙结构frame-wall structure框架-抗震墙结构frequently earthquake多遇地震full penetration butt welds完全熔透坡口焊geotechnical stability岩土地震的稳定性grade 1/2/3 framed structure1/2/3级框架grade 1/2/3 wall1/2/3级抗震墙grade of liquefaction液化等级gravity additional bending moment重力附加弯矩great frame巨型框架ground subsidence震陷height-width ratio高宽比hidden column暗柱hidden-beam暗梁horizontal brace水平支撑horizontal seismic influence coefficient水平地震影响系数horizontal transmission member水平转换构件inverted-v shape brace人字支撑isolation joint抗震缝joint-panel shear deformation节点域剪切变形k-shape brace K型支撑landslide滑坡lateral braced point侧向支承点lateral displacement(sway) stiffness侧移刚度lateral-force-resisting system抗侧力体系limit value of elaso-plastic story drift rotation弹塑性层间位移角限值limit value of elastic story drift rotation弹性层间位移角限值linear static/dynamic analyzing method线性静/动力分析方法liquefaction液化liquefaction index液化指数liquefaction mitigation measure抗液化措施liquefaction subsoil液化地基lonely tall hill高耸孤立的山丘long-cantilevered structure长悬臂结构longitudinal wall纵墙lumped mass集中质量major earthquake大震maximum pressure on foundation bottom基底最大压力maximum ratio of total height to total width最大高宽比mean pressure on foundation bottom基底平均压力mechanic model力学模型mode振型、模态mode participation factor振型参与系数moment resisting frame框架non-liquefaction不液化non-rocky steep slope非岩石的陡坡oblique direction lateral-force-resisting member斜交抗侧力构件ordinary boundary element构造边缘构件ordinary braced frame普通支撑框架ordinary hoop普通箍筋overlaying depth覆盖层厚度parapet without anchorage无锚固女儿墙partial factor for horizontal seismic action水平地震作用分项系数partial factor for vertical seismic action竖向地震作用分项系数peak ground acceleration地面加速度峰值plastic hinge塑性铰polar moment of inertial极惯性矩pre-cast floor/roof装配式楼盖/屋面prefabricated concrete roof/floor预制楼盖/屋盖probability of exceedence超越概率rarely earthquake罕遇地震recurrence interval重现周期reduction factor for the liquefaction effect of soil layer土层液化影响折减系数reentrance corners irregularity凹凸不规则reentrant corner凹角regular seismic building规则抗震建筑reinforced concrete spandrel girder钢筋混凝土托墙梁reinforced concrete wall plane with hidden steel brace 内藏钢支撑钢筋混凝土墙板reinforced concrete wall plane with vertical separators 带竖缝钢筋混凝土墙板representative value of gravity重力荷载代表值response spectrum反应谱response spectrum method for modal analysis振型分解反应谱法restoring-force characteristic model恢复力模型retaining wall抗撞墙rigid base刚性地基rigid/semi-rigid/flexible diaphragm刚性/半刚性/柔性隔板river bank河岸rubber isolator unit橡胶隔震单元saturated sand饱和砂土saturated silt饱和粘土secant stiffness割线刚度secondary effect of gravitation重力二阶效应seismic adjusting factor for loading capacity承载力抗震调整系数seismic capacity for the nodes of frame框架节点核心区地震承载力seismic concept design of buildings建筑抗震概念设计seismic detail requirement抗震构造要求seismic fortification category抗震设防类别seismic fortification criterion抗震设防标准seismic fortification intensity抗震设防烈度seismic fortification measures抗震措施seismic multiple-defense lines多道抗震防线seismic overturning moment地震倾覆弯矩seismic shear factor value of floor level楼层地震剪力系数seismic shear force地震剪力seismic soil bearing capacity地基抗震承载力seismically isolated隔震的settlement caused by liquefaction液化沉陷settlement joint沉降缝shear-wave velocity of soil剪切波速single diagonal brace单斜杆支撑site场地site-classes场地类别slab-column-structural wall structure板柱-抗震墙结构soft subsoil软土地基special concentrically braced frame特殊中心支撑框架speed linear relevant type速度线性相关型speed non-linear relevant type速度非线性相关型spiral hoop螺旋箍stiffness irregularity侧向刚度不规则story displacement楼层位移story strengthening with outrigger member加强层story yield strength coefficient楼层屈服强度系数strength reducing factor under cycling load受循环荷载时强度降低系数stress concentration应力集中strip-protruding spur条状突出的山嘴strong-column/weak-beam强柱弱梁supporting-column框支柱the adjusting factor of slope for the linear decreasesection直线下降段的下降斜率调整系数the damping adjustment factor阻尼调整系数the horizontal dynamic stiffness水平动刚度the minimum hoop characteristic最小配箍率特征值the natural vibration period自振周期the power index of the curvilinear decrease section曲线下降段的衰减指数the spacing of hoops箍筋间距the ultimate shear capacity of a bolt一个螺栓的极限受剪承载力the yield capacity for the joint-panel of beam and column 梁柱节点区域屈服承载力tie column构造柱torsion effect扭转效应torsional irregularity扭转不规则transference story转换层transverse wall横墙truss tube桁架-筒体tube in tube structure筒中筒结构tubes束筒vertical and lateral distribution web reinforcement竖向和横向分布钢筋(抗震墙) vertical seismic action竖向地震作用vertical seismic influence coefficient竖向地震影响系数volumetric ratio of hoop reinforcement体积配箍率wall structure抗震墙结构weak region of seismic building抗震建筑薄弱部位weak story薄弱层a under-reamed cast-in-situ pile扩底灌注桩a weak underlying stratum软弱下卧层active earth pressure主动土压力adjacent excavation相邻基坑adjacent pile相邻桩allowable differential settlements容许差异沉降allowable subsoil deformation地基变形允许值allowable value允许值anchor depth锚固深度anchor force锚固力anchor pile锚桩anchor plate锚垫板anchor rod锚杆anchored retaining wall锚杆挡墙angle of inclination倾角angle of internal friction of the soil土的内摩擦角angular gravel角砾arc sliding surface method圆弧滑动面法average additional pressure平均附加压力average pressure平均压力base failure地基破坏base plate of mat foundation筏基底板beams on elastic foundation弹性地基梁block stone块石bored pile钻孔桩boring钻孔boulders漂石box foundation箱型基础braced excavation支撑开挖brick foundation砖基础broken stone/crushed stone碎石cantilever sheet pile wall悬臂式板桩墙casing套管casing filled with concrete套管内灌混凝土cast-in-situ concrete pile foundation混凝土灌注桩基础center pile中心桩changing of ground water level地下水位变化characteristic value特征值check on compression抗压验算check on shear strength抗剪验算clay粘土clearance space净空coarse sand粗纱cobble卵石coefficient of additional stress附加应力系数coefficient of compressibility压缩系数coefficient of consolidation固结系数coefficient of permeability渗透系数cohesion force粘聚力cohesive soil粘性土combined foundation联合基础compaction piles压实桩compensated foundation补偿基础composite subgrade /composite foundation复合地基concrete against infiltration抗渗混凝土concrete foundation混凝土基础cone foundation锥形基础cone penetration test圆锥灌入试验connection beam联系梁consolidation固结consolidation curve固结曲线consolidation test固结试验consolidation theory固结理论constant head常水头contents of grains颗粒含量corner pile角桩corner point method角点法correction factor for depth深度修正系数counter-fort walls扶壁式挡土墙cushion course垫层deep basement深层地下室deep excavation深开挖deep-mixing pile深层搅拌桩deformation compatibility变形协调degree of saturation饱和度depth of excavation开挖深度design of wall against sliding挡土墙抗滑设计diaphragm walls地下连续墙difference in settlements沉降差direct shear test直剪试验drainage layer排水层drainage of footing基础排水drainage of wall挡墙的排水driven cast-in-place pile沉管灌注桩driven pile打入桩driving打桩driving shoe桩头/桩靴drop hammer落锤dry density干密度dry unit weight干容重dynamic pile capacity桩的动承载力earth works土方工程eccentric load偏心荷载eccentrically loaded foundation偏心受荷基础effective gravitational density浮重度embedment depth埋深end bearing piles端承桩end resistance of a pile桩端承载力excavation开挖基坑excavation support structure基坑维护结构excess pore water pressure超空隙水压力external ground level室外地面标高field vane test现场十字板试验filled and leveled area填方整平地区filled ground level填土面标高filled soil人工填土final settlement最终沉降量fine sand细纱flange of varying thickness变厚度翼缘floating foundation浮筏基础foundation基础foundation base基础底面foundation top基础顶面foundation types基础类型fraction粒组含量friction piles / floating piles摩擦桩general shear failure整体剪切破坏geological conditions地质条件gravitational density重度gravity density重力密度gravity retaining walls重力式挡土墙ground anchor土锚/地锚ground beams地梁ground surface室外地面ground treatment地基处理high socket foundation高杯口基础high-rise pile cap高桩承台H-pile H 型桩hydraulic gradient水力梯度inclined anchor斜锚杆inclined wall倾斜式挡土墙initial ground water level初始地下水位insertion depth插入深度in-situ static loading test of a single pile单桩静载荷试验internal ground level室内地面标高jacked-down piles静压桩laboratory vane test室内十字板试验large diameter pile大直径桩large displacement pile大量挤土桩large-area storage loading大面积堆载lateral earth pressure侧向土压力lateral earth pressure at rest侧向静止土压力laterite /red clay红粘土layered soil成层土lifting of piles桩上拔lime concrete foundation三合土基础lime-soil foundation灰土基础liquid limit液限liquidity index液性指数loaded pile受荷桩local shear failure局部剪切破坏low pile cap低桩承台main load-bearing layer主要受力层mat slab筏板medium sand中砂method of beams and slabs on elastic foundation弹性地基梁板法modulusof compressibility压缩模量Mohr's stress circle摩尔应力圆moisture content of soil土的含水量muck淤泥mucky soil淤泥质土multi-layer summation method分层总和法natural subsoil天然地基negative skin friction负摩阻力net pressure净压力net water pressure净水压力non-displacement pile非挤土桩non-reinforced spread foundation无筋扩展基础non-uniform soils不均匀地基normally consolidated正常固结offshore foundation海岸基础optimum water content最佳含水量order of driving打桩顺序overburden pressure超载压力over-consolidated超固结overturning of retaining wall挡土墙的倾覆pad foundation beneath columns柱下独立基础partial tilting局部倾斜particle shape颗粒形状particle size粒径passive earth pressure被动土压力penetration depth灌入深度penetration-resistant grade抗渗等级per liner meter每延米pile cap承台pile defect桩的缺陷pile failure桩破坏pile failure mode桩的破坏模式pile foundation桩基础pile group群桩pile point桩尖pile shaft桩身pile shaft strength桩身强度pile space桩距pile type桩型plastic limit塑限plasticity index塑性指数plate load test平板载荷试验pore pressure空隙压力pore water pressure空隙水压力porosity空隙率pre-cast concrete pile foundation混凝土预制桩基础preloaded foundation soils预压地基primary consolidation主固结primary settlement初始沉降pull out resistance of footing at depth深基础的抗拔力pull out resistance of shallow footing浅基础的抗拔力punching冲切punching failure冲切破坏punching failure cone冲切破坏锥体racked piles斜桩raft foundation筏基redriving of piles桩复打reinforced earth加劲土reinforced earth wall加劲土墙retaining walls挡土墙retraining structure支挡结构rigid foundation刚性基础risen pile上抬的桩rock岩石rock anchor岩锚rock discontinuity structure plan岩体结构面rock-inlaid cast-in-situ pile嵌岩灌注桩rounded gravel圆砾rubble concrete foundation毛石混凝土基础rubble foundation毛石基础sample disturbance土样扰动screw piles螺旋桩secondary consolidation次固结settlement沉降,沉降量settlement observation沉降观测settlement rate沉降速率shallow foundation浅基础shear key in sliding wall抗滑墙上的剪力键side of pile group群桩的周边silky clay粉质粘土silky sand粉沙silky soil粉土single-story bent structures单层排架结构skin friction of a pile桩侧摩阻力skin area of piles桩周面积slab foundation平板式筏基sliding moment滑动力矩sliding-resistant moment抗滑力矩slip surface滑动面slope边坡slope angle边坡坡角slope stability边坡稳定性slurry excavation泥浆开挖slurry trench pile泥浆护壁类桩型slurry walls泥浆连续墙small displacement pile少量挤土桩socket base杯底socket foundation杯口基础socket wall杯臂soft cohesive soil软弱粘土soil aggregate gravelly soil碎石土soil classification土的分类soil of high compressibility高压缩性土soil of low compressibility低压缩性土soil of medium compressibility中压缩性土soil-compacting effectsqueezing effect挤土效应soil-rock composite subgrade土岩组合地基solidier pile直桩spread foundation扩展基础stability of foundation地基稳定性standard frost penetration标准冻深standard penetration test标准灌入试验static water pressures静止水压力steel sheet piles钢板桩stepped foundation阶梯型基础stiffened slab foundation梁板式筏基stress increase应力增量stress release应力释放strip foundation beneath columns柱下条形基础strip foundation beneath walls墙下条形基础strip foundation with cross beams交叉条形基础strip load条形荷载struts critical depth支撑临界深度subgrade地基subgrade bearing capacity地基承载力substratum下卧层superstructure上部结构surface-empty phenomena脱空现象the bearing stratum持力层depth of foundation for settlement calculation地基沉降计算深度the medium weathered rock中风化岩石the minimum reinforcement ratio最小配筋率the peripheral length of the pile shaft桩身周长the principle of stress superposition应力叠加原理the report of engineering geological survey工程地质勘查报告the slightly weathered rock微风化岩石the Winkler foundation model文可勒地基模型three-pile cap三桩承台thrust due to land slide滑坡推力tilting倾斜toe of retaining wall挡土墙趾triaxial test三轴试验ultimate load of pile group群桩极限荷载unconfined compression test无侧限压缩试验undrained shear strength不排水抗剪强度uniaxial compression单轴压缩unit weight of soil土的容重vertical bearing capacity of a pile单桩竖向承载力void ratio/ porosity ratio空隙比water saturation水饱和weighted average gravitational density加权平均重度width-height ratio of step台阶高宽比abamurus挡土墙,扶壁abutment wall/flange wall翼墙accelerant/accelerated agent促凝剂accelerated cement快凝水泥acceptance specification验收规范acid and alkali-resistant grout耐酸碱水泥浆acid and alkali-resistant mortar耐酸碱水泥砂浆addition agent添加剂adhesive胶粘剂adhesive attraction附着力adhesive bitumen primer冷底子油aeroconcrete加气混凝土age龄期aggregate骨料allowable stress design容许应力设计axial compression轴压axial compressive load轴心压力axial tension轴拉be bent cold冷弯beam depth梁高beam-to-column connections梁柱节点bent-up bar弯起钢筋bottom reinforcement底筋boundary elements边缘构件bundle绑轧buttress扶壁柱cantilever beam悬臂梁cast-in-place concrete现浇混凝土centroidal axis中心轴clear cover保护层clear spacing净距clear span净跨coarse aggregate粗骨料collar tie beam/ring-beam圈梁column柱column-to-footing connection柱脚节点compression reinforcement受压钢筋compression-controlled section受压控制截面compressive strength抗压强度concrete structures混凝土结构construction joints施工缝continuing bar连续钢筋continuous连续continuous beams连续梁continuous slabs连续板corrosion protection防腐crack开裂,裂缝cracking moment开裂弯矩creep徐变cross section横截面cross section截面cure养护deep beam深梁deformed/spiral reinforcement螺纹钢筋depth of slab板厚depth-span ratio高跨比design load combinations设计荷载组合development length/lap length搭接长度ducts for grouted灌浆管durability耐久性dynamic amplification factor动力放大系数effective compressive flange有效受压翼缘effective cross-sectional area有效截面effective depth of section截面有效高度effective prestress有效预应力elastic deflection弹性变形embedment length锚固长度equivalent rectangular column正方形截面柱expansive cement膨胀水泥exterior basement wall地下室外墙factored load乘以分项系数的荷载fine aggregate细骨料fire protection防火fixed固定flange翼板flexural and compression members压弯构件footings of buildings建筑物底部form模板formulas公式frame structure with special-shaped columns异型柱框架结构frame-truss structure with special-shaped columns异型柱框架-桁架结构grade等级grade 60 concrete C60混凝土grade beam地基梁gross section全截面grout水泥浆grouting灌浆high-early-strength cement早强水泥high-strength steel bar高强钢筋hollow-core slab空心楼板hydraulic cement水泥inclined beam斜梁inclined stirrup斜向箍筋in-plane force面内荷载isolation joint分隔缝joint节点lap splices搭接large volumes of concrete大体积混凝土lateral force-resisting systems抗侧体系layer层length over梁、柱全长lift-slab construction升板施工lightweight aggregate轻骨料lightweight concrete轻质混凝土loaded area荷载面积longitudinal reinforcement纵筋long-time deflection永久变形loss of prestress预应力损失materials for grout灌浆料mechanical anchorage机械锚固mechanical connections机械连接midspan跨中minimum slab thickness最小板厚mix搅拌mix proportions配比moment magnification factor弯矩放大系数moment of inertia惯性矩moment-resisting frames刚架negative moment负弯矩negative moment reinforcement梁上部纵筋neutral axis中和轴nominal diameter of bar钢筋直径nominal strength强度标准值non pre-stressed reinforcement非预应力钢筋nonbearing wall非承重墙non-potable water非饮用水nonstructural members非结构构件nonsway column非摇摆柱nonsway frame无侧移框架one-way slabs单向板opening开洞overall thickness总厚overstressed超应力pedestal基座pilaster壁柱plain concrete素混凝土plain reinforcement光面钢筋plastic hinge region塑性铰区Portland cement波特兰水泥positive moment正弯矩positive moment reinforcement梁下部纵筋post-tension后张拉pre-cast concrete预制混凝土prestress losses预应力损失pre-stressed concrete预应力混凝土pre-stressing tendons预应力钢筋pretension先张法rectangular beam矩形梁reduction factors折减系数reinforced concrete钢筋混凝土reinforced gypsum concrete钢筋石膏混凝土reinforcement around structural steel core钢骨外包混凝土reinforcement ratio配筋率relaxation of tendon stress钢筋预应力松弛residual deflection/deformation残余变形rib肋seismic hook箍筋抗震钩seismic zones地震区settlement of supports支座沉降seven-day strength7天强度shear bar抗剪钢筋shear key抗剪键shear reinforcement梁箍筋shear walls剪力墙shore支撑架short-limb shear wall短肢剪力墙short-limb shear wall structure with special-shaped异型柱-短肢剪力墙结构columnsshrinkage/contraction收缩shrinkage-compensating concrete无收缩混凝土side face reinforcement梁腰筋simply supported beams简支梁simply supported solid slabs简支板six-bar-diameter六倍钢筋直径slab楼板slab without beams.无梁楼盖slag矿渣slag cement火山灰水泥span length跨度special-shaped column异形柱spiral reinforcement柱箍筋splitting tensile strength拉裂强度standard deviation标准差steam curing蒸汽养护steel-encased concrete core钢包核心混凝土stiffness reduction factor刚度折减系数stirrup箍筋strength强度strength design强度设计strength-reduction factor强度折减系数stripping拆模strong column/weak beam强柱弱梁strong connection强节点structural diaphragm结构隔板structural members结构构件structural system with special-shaped columns异型柱结构体系structural trusses结构桁架strut支柱support支座support reaction支座反力tensile strain拉应变tensile strength抗拉强度tension and shear act simultaneously拉力与剪力同时作用tension reinforcement受拉钢筋tension-controlled section受拉控制截面tolerance公差top reinforcement顶筋torsion reinforcement抗扭钢筋transverse reinforcement横向钢筋two-way slab双向板volumetric ratio体积比wall pier短肢墙water-cement ratio水灰比water-cement ratio by weight重量水灰比web腹板welded splices焊接white Portland cement白水泥a rigid beam-to-column connection梁柱刚性连接accuracy of construction(fabrication)安装精度acid-pickle酸洗additional tests附加检验additional tests on steels钢材附加检验alignment对准allowable slenderness ratio容许长细比allowable stress range容许应力幅angle of stress dispersal应力扩散角automatic welding自动焊automatic or semi-automatic process全自动或半自动方式backing plate衬板,垫板battened members缀板柱battens,batten plate缀板beam-columns压弯构件bearing connection承压连接bearing stength承压强度bearing stiffener支承加劲肋bend test弯曲试验blast-clean磨砂bolt tightening螺栓拧紧bolted connections螺栓连接bolting螺栓branch member支管brittle fracture脆断butt welds对头焊接camber起拱carbon content碳含量carbon structural steels碳素结构钢cast steel铸钢Charpy V-notch impact test v形坡口冲击试验chord member弦杆cladding涂层closed section闭口截面coefficient of linear expansion线膨胀系数cold-formed steel structural member冷弯型钢构件compact section厚实截面component stability单肢稳定condition of bolts螺栓状态condition of steel钢材状况constant amplitude fatigue常幅疲劳couposite rubber and steel support橡胶支座crane girder吊车梁crane truss吊车桁架cross diagonals交叉斜杆cutting切割defect acceptance criteria缺陷可接受准则design value of strength of steel钢材强度设计值diagonal stiffeners斜加劲肋dimensions and tolerances尺寸和允许误差direct dynamic loading/直接动力荷载distortion/deformation变形double-stepped column双阶柱doubly symmetric section双轴对称截面edge distance边距effective length计算长度,有效长度effective length factor计算长度系数effective length for torsional bucking扭转屈曲计算长度effective thickness of fillet welds角焊缝有效厚度effective width有效宽度effective width factor有效宽度系数end bearing端面承压end moment端弯矩equal leg angles等边角钢equivalent slenderness ratio换算长细比erection安装erection drawing安装图evaluation of welding techniques焊接工艺评定excessive deformation过度变形eyebar眼杆factor of equivalent moment等效弯矩系数fatigue failure疲劳破坏faying surfaces for hsfg fasteners高强摩擦连接的构件表面field /site welding现场焊接field connection现场接头fillers填板fillet welds角焊缝finish/surface layer面层first order elastic analysis一阶弹性分析flame-cut edge焰切边flange凸缘flexural buckling弯曲失稳flexural-torsional buckling弯扭屈曲forged steel connection node pieces节点锻造钢构件forming成孔frame braced with strong bracing system强支撑纯框架frame braced with weak bracing system弱支撑纯框架frequency of weld examination焊接检验次数。
IPC-7351B & PCBL Land Pattern Naming Convention
I P C-7351B N a m i n g C o n v e n t i o n f o r S t a n d a r d S M T L a n d P a t t e r n sSurface Mount Land PatternsComponent, Category Land Pattern Name Ball Grid Array’s...............................BGA + Pin Qty + C or N + Pitch P + Ball Columns X Ball Rows _ Body Length X Body Width X Height BGA w/Dual Pitch.BGA + Pin Qty + C or N + Col Pitch X Row Pitch P + Ball Columns X Ball Rows _ Body Length X Body Width X Height BGA w/Staggered Pins..................BGAS + Pin Qty + C or N + Pitch P + Ball Columns X Ball Rows _ Body Length X Body Width X Height BGA Note: The C or N = Collapsing or Non-collapsing BallsCapacitors, Chip, Array, Concave..........................................................CAPCAV + Pitch P + Body Length X Body Width X Height - Pin Qty Capacitors, Chip, Array, Flat..................................................................CAPCAF + Pitch P + Body Length X Body Width X Height - Pin Qty Capacitors, Chip, Non-polarized.................................................................................................CAPC + Body Length + Body Width X Height Capacitors, Chip, Polarized.....................................................................................................CAPCP + Body Length + Body Width X Height Capacitors, Chip, Wire Rectangle........................................................................................CAPCWR + Body Length + Body Width X Height Capacitors, Molded, Non-polarized...........................................................................................CAPM + Body Length + Body Width X Height Capacitors, Molded, Polarized.................................................................................................CAPMP + Body Length + Body Width X Height Capacitors, Aluminum Electrolytic ............................................................................................................CAPAE + Base Body Size X Height Ceramic Flat Packages.....................................................................................................CFP127P + Lead Span Nominal X Height - Pin Qty Column Grid Array’s.....................................................CGA + Pitch P + Number of Pin Columns X Number of Pin Rows X Height - Pin Qty Crystals (2 leads)........................................................................................................................XTAL + Body Length X Body Width X Height Dual Flat No-lead..........................................................................................................DFN + Body Length X Body Width X Height – Pin Qty Diodes, Chip................................................................................................................................DIOC + Body Length + Body Width X Height Diodes, Molded...........................................................................................................................DIOM + Body Length + Body Width X Height Diodes, MELF................................................................................................................................DIOMELF + Body Length + Body Diameter Fuses, Molded............................................................................................................................FUSM + Body Length + Body Width X Height Inductors, Chip.............................................................................................................................INDC + Body Length + Body Width X Height Inductors, Molded........................................................................................................................INDM + Body Length + Body Width X Height Inductors, Precision Wire Wound................................................................................................INDP + Body Length + Body Width X Height Inductors, Chip, Array, Concave..............................................................INDCAV + Pitch P + Body Length X Body Width X Height - Pin Qty Inductors, Chip, Array, Flat......................................................................INDCAF + Pitch P + Body Length X Body Width X Height - Pin Qty Land Grid Array, Round Lead............................LGA + Pin Qty - Pitch P + Pin Columns X Pin Rows _ Body Length X Body Width X Height Land Grid Array, Square Lead........................LGAS + Pin Qty - Pitch P + Pin Columns X Pin Rows _ Body Length X Body Width X Height LED’s, Molded............................................................................................................................LEDM + Body Length + Body Width X Height Oscillators, Side Concave........................................................................OSCSC + Pitch P + Body Length X Body Width X Height - Pin Qty Oscillators, J-Lead.......................................................................................OSCJ + Pitch P + Body Length X Body Width X Height - Pin Qty Oscillators, L-Bend Lead.............................................................................OSCL + Pitch P + Body Length X Body Width X Height - Pin Qty Oscillators, Corner Concave....................................................................................................OSCCC + Body Length X Body Width X Height Plastic Leaded Chip Carriers..................................................PLCC + Pitch P + Lead Span L1 X Lead Span L2 Nominal X Height - Pin Qty Plastic Leaded Chip Carrier Sockets Square.......................PLCCS + Pitch P + Lead Span L1 X Lead Span L2 Nominal X Height - Pin Qty Quad Flat Packages..................................................................QFP + Pitch P + Lead Span L1 X Lead Span L2 Nominal X Height - Pin Qty Ceramic Quad Flat Packages.................................................CQFP + Pitch P + Lead Span L1 X Lead Span L2 Nominal X Height - Pin Qty Quad Flat No-lead................................................................QFN + Pitch P + Body Width X Body Length X Height - Pin Qty + Thermal Pad Pull-back Quad Flat No-lead..............................................PQFN + Pitch P + Body Width X Body Length X Height - Pin Qty + Thermal Pad Quad Leadless Ceramic Chip Carriers..........................................................LCC + Pitch P + Body Width X Body Length X Height - Pin Qty Quad Leadless Ceramic Chip Carriers (Pin 1 on Side)...............................LCCS + Pitch P + Body Width X Body Length X Height - Pin Qty Resistors, Chip...........................................................................................................................RESC + Body Length + Body Width X Height Resistors, Molded......................................................................................................................RESM + Body Length + Body Width X Height Resistors, MELF...........................................................................................................................RESMELF + Body Length + Body Diameter Resistors, Chip, Array, Concave............................................................RESCAV + Pitch P + Body Length X Body Width X Height - Pin Qty Resistors, Chip, Array, Convex, E-Version (Even Pin Size)...............RESCAXE + Pitch P + Body Length X Body Width X Height - Pin Qty Resistors, Chip, Array, Convex, S-Version (Side Pins Diff)................RESCAXS + Pitch P + Body Length X Body Width X Height - Pin Qty Resistors, Chip, Array, Flat.....................................................................RESCAF + Pitch P + Body Length X Body Width X Height - Pin Qty Small Outline Diodes, Flat Lead...................................................................................SODFL + Lead Span Nominal + Body Width X Height Small Outline IC, J-Leaded........................................................................................SOJ + Pitch P +Lead Span Nominal X Height - Pin Qty Small Outline Integrated Circuit, (50 mil Pitch SOIC)......................................................SOIC127P +Lead Span Nominal X Height - Pin Qty Small Outline Packages............................................................................................SOP + Pitch P +Lead Span Nominal X Height - Pin Qty Small Outline No-lead...........................................................SON + Pitch P + Body Width X Body Length X Height - Pin Qty + Thermal Pad Pull-back Small Outline No-lead.........................................PSON + Pitch P + Body Width X Body Length X Height - Pin Qty + Thermal Pad Small Outline Transistors, Flat Lead....................................................................SOTFL + Pitch P + Lead Span Nominal X Height - Pin Qty SOD (Example: SOD3717X135 = JEDEC SOD123)........................................................SOD + Lead Span Nominal + Body Width X Height SOT89 (JEDEC Standard Package).......................................................................................................................................................SOT89 SOT143 & SOT343 (JEDEC Standard Package)..............................................................................................................SOT143 & SOT343 SOT143 & SOT343 Reverse (JEDEC Standard Package)...........................................................................................SOT143R & SOT343R SOT23 & SOT223 Packages (Example: SOT230P700X180-4)...............................SOT + Pitch P + Lead Span Nominal X Height - Pin Qty TO (Generic DPAK - Example: TO228P970X238-3).................................................................TO + Pitch P + Lead Span X Height - Pin QtyI P C-7351B L a n d P a t t e r n N a m i n g C o n v e n t i o n N o t e s•All dimensions are in Metric Units•All Lead Span and Height numbers go two places past the decimal point and “include” trailing Zeros•All Lead Span and Body Sizes go two place before the decimal point and “remove” leading Zeros•All Chip Component Body Sizes are one place to each side of the decimal point•Pitch Values are two places to the right & left of decimal point with no leading Zeros but include trailing zeros N a m i n g C o n v e n t i o n S p e c i a l C h a r a c t e r U s e f o r L a n d P a t t e r n sThe _ (underscore) is the separator between pin Qty in Hidden & Deleted pin componentsThe – (dash) is used to separate the pin qty.The X (capital letter X) is used instead of the word “by” to separate two numbers such as height X width like “Quad Packages”.P C B L i b r a r i e s S u f f i x N a m i n g C o n v e n t i o n f o r L a n d P a t t e r n sCommon SMT Land Pattern to Describe Environment Use (This is the last character in every name)Note: This excludes the BGA component family as they only come in the Nominal Environment Condition •M.................Most Material Condition (Level A)•N..................Nominal Material Condition (Level B)•L.................Least Material Condition (Level C)Alternate Components that do not follow the JEDEC, EIA or IEC Standard•A..................Alternate Component (used primarily for SOP & QFP when Component Tolerance or Height is different) •B..................Second Alternate ComponentReverse Pin Order•-20RN..........20 pin part, Reverse Pin Order, Nominal EnvironmentHidden Pins•-20_24N......20 pin part in a 24 pin package. The pins are numbered 1 – 24 the hidden pins are skipped. The schematic symbol displays up to 24 pins.Deleted Pins•-24_20N......20 pin part in a 24 pin package. The pins are numbered 1 – 20. The schematic symbol displays 20 pins. JEDEC and EIA Standard parts that have several alternate packages•AA, AB, AC.JEDEC or EIA Component IdentifierGENERAL SUFFIXES_HS.........................HS = Land Pattern with Heat Sink attachment requiring additional holes or padsExample: TO254P1055X160_HS-6N_BEC......................BEC = Base, Emitter and Collector (Pin assignments used for three pin Transistors)Example: SOT95P280X160_BEC-3N_SGD......................SGD = Source, Gate and Drain (Pin assignments used for three pin Transistors)Example: SOT95P280X160_SGD-3N_213........................213 = Alternate pin assignments used for three pin TransistorsExample: SOT95P280X160_213-3NP C B L i b r a r i e s N a m i n g C o n v e n t i o n f o r N o n-S t a n d a r d S M T L a n d P a t t e r n s Surface Mount Land PatternsComponent, Category Land Pattern Name Amplifiers....................................................................................................................................................AMP_ Mfr.’s Part Number Batteries......................................................................................................................................................BAT_ Mfr.’s Part Number Capacitors, Variable..................................................................................................................................CAPV_Mfr.’s Part Number Capacitors, Chip, Array, Concave (Pins on 2 or 4 sides)..............................................................CAPCAV_Mfr Series No. - Pin Qty Capacitors, Chip, Array, Flat (Pins on 2 sides)..............................................................................CAPCAF_Mfr Series No. - Pin Qty Capacitors, Miscellaneous............................................................................................................................CAP_Mfr.’s Part Number Crystals......................................................................................................................................................XTAL_Mfr.’s Part Number Diodes, Miscellaneous...................................................................................................................................DIO_Mfr.’s Part Number Diodes, Bridge Rectifiers............................................................................................................................DIOB_Mfr.’s Part Number Ferrite Beads..................................................................................................................................................FB_Mfr.’s Part Number Fiducials......................................................................................................................................FID + Pad Size X Solder Mask Size Filters..............................................................................................................................................................FIL_Mfr.’s Part Number Fuses..........................................................................................................................................................FUSE_Mfr.’s Part Number Fuse, Resettable.....................................................................................................................................FUSER_Mfr.’s Part Number Inductors, Miscellaneous...............................................................................................................................IND_Mfr.’s Part Number Inductors, Chip, Array, Concave (Pins on 2 or 4 sides)..................................................................INDCAV_Mfr Series No. - Pin Qty Inductors, Chip, Array, Flat (Pins on 2 sides).................................................................................INDCAF_Mfr Series No. - Pin Qty Keypad.................................................................................................................................................KEYPAD_Mfr.’s Part Number LEDS............................................................................................................................................................LED_Mfr.’s Part Number LEDS, Chip...................................................................................................................................................LED_Mfr.’s Part Number Liquid Crystal Display...................................................................................................................................LCD_Mfr.’s Part Number Microphones..................................................................................................................................................MIC_Mfr.’s Part Number Opto Isolators............................................................................................................................................OPTO_Mfr.’s Part Number Oscillators......................................................................................................................................OSC_Mfr.’s Part Number - Pin Qty Quad Flat Packages w/Bumper Corners, Pin 1 Side.............BQFP + Pitch P + Lead Span L1 X Lead Span L2 Nominal X Height - Pin Qty Quad Flat Packages w/Bumper Corners, 1 Center..............BQFPC + Pitch P + Lead Span L1 X Lead Span L2 Nominal X Height - Pin Qty Resistors, Chip, Array, Concave (Pins on 2 or 4 sides).................................................................RESCAV_Mfr Series No. - Pin Qty Resistors, Chip, Array, Convex Type E (Pins on 2 sides)...........................................................RESCAXE_Mfr Series No. - Pin Qty Resistors, Chip, Array, Convex Type S (Pins on 2 sides)...........................................................RESCAXS_Mfr Series No. - Pin Qty Resistors, Chip, Array, Flat (Pins on 2 sides)................................................................................RESCAF_Mfr Series No. - Pin Qty Relays.....................................................................................................................................................RELAY_Mfr.’s Part Number Speakers....................................................................................................................................................SPKR_Mfr’s Part Number Switches........................................................................................................................................................SW_Mfr.’s Part Number Test Points, Round......................TP + Pad Size (1 place left of decimal and 2 places right of decimal, Example TP100 = 1.00mm) Test Points, Square...............................................................TPS + Pad Size (1 place left of decimal and 2 places right of decimal) Test Points, Rectangle....................................TP + Pad Length X Pad Width (1 place left of decimal and 2 places right of decimal) Thermistors.............................................................................................................................................THERM_Mfr.’s Part Number Transceivers.............................................................................................................................................XCVR_ Mfr.’s Part Number Transducers (IRDA’s)................................................................................................................................XDCR_Mfr.’s Part Number Transient Voltage S_Mfr.’s Part Number Transient Voltage Suppressors, SP_Mfr.’s Part Number Transistor Outlines, Custom....................................................................................................................TRANS_Mfr.’s Part Number Transformers.............................................................................................................................................XFMR_Mfr.’s Part Number Trimmers & Potentiometers........................................................................................................................TRIM_Mfr.’s Part Number Tuners.....................................................................................................................................................TUNER_Mfr.’s Part Number Varistors.......................................................................................................................................................VAR_Mfr.’s Part Number Voltage Controlled Oscillators.....................................................................................................................VCO_Mfr.’s Part Number Voltage Regulators, Custom......................................................................................................................VREG_Mfr.’s Part NumberI P C-7251N a m i n g C o n v e n t i o n f o r T h r o u g h-H o l e L a n d P a t t e r n sThe land pattern naming convention uses component dimensions to derive the land pattern name.The first 3 – 6 characters in the land pattern name describe the component family.The first number in the land pattern name refers to the Lead Spacing or hole to hole location to insert the component lead.All numbers that follow the Lead Spacing are component dimensions.These characters are used as component body identifiers that precede the value and this is the priority order of the component body identifiers –P = Pitch for components with more than two leadsW = Maximum Lead Width (or Component Lead Diameter)L = Body Length for horizontal mountingD = Body Diameter for round component bodyT = Body Thickness for rectangular component bodyH = Height for vertically mounted componentsQ = Pin Quantity for components with more than two leadsR = Number of Rows for connectorsA, B & C = the fabrication complexity level as defined in the IPC-2221 and IPC-2222Notes:All component body values are in millimeters and go two places to the right of the decimal point and no leading zeros.All Complexity Levels used in the examples are “B”.Component, Category Land Pattern Name Capacitors, Non Polarized Axial Diameter Horizontal Mounting.........CAPAD + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: CAPAD800W52L600D150BCapacitors, Non Polarized Axial Diameter; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50Capacitors, Non Polarized Axial Rectangular.........CAPAR + Lead Spacing + W Lead Width + L Body Length + T Body thickness + H Body Height Example: CAPAR800W52L600T50H70BCapacitors, Non Polarized Axial; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Thickness 0.50; Body Height 0.70Capacitors, Non Polarized Axial Diameter Vertical Mounting .........CAPADV + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: CAPADV300W52L600D150BCapacitors, Non Polarized Axial; Lead Spacing 3.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50mmCapacitors, Non Polarized Axial Rect. Vert. Mtg.CAPARV + Lead Spacing + W Lead Width + L Body Length + T Body Thickness + H Body Height Example: CAPARV300W52L600T50H70BCapacitors, Non Polarized Axial Rect. Vertical; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Thickness 0.50; Body Height 0.70 Capacitors, Non Polarized Radial Diameter.......................................CAPRD + Lead Spacing + W Lead Width + D Body Diameter + H Body Height Example: CAPRD200W52D300H550BCapacitors, Non Polarized Radial Diameter; lead spacing 2.00; lead width 0.52; Body Diameter 3.00; Height 5.50Capacitors, Non Polarized Radial Rectangular.......CAPRR + Lead Spacing + W Lead Width + L Body Length + T Body thickness + H Body Height Example: CAPRR200W52L50T70H550BCapacitors, Non Polarized Radial Rectangular; lead spacing 2.00; lead width 0.52; Body Length 0.50; Body thickness 0.70; Height 5.50 Capacitors, Non Polarized Radial Disk Button........CAPRB + Lead Spacing + W Lead Width + L Body Length + T Body thickness + H Body Height Example: CAPRB200W52L50T70H550BCapacitors, Non Polarized Radial Rectangular; lead spacing 2.00; lead width 0.52; Body Length 0.50; Body thickness 0.70; Height 5.50 Capacitors, Polarized Axial Diameter Horizontal Mounting................CAPPA + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: CAPPAD800W52L600D150BCapacitors, Polarized Axial Diameter; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50Capacitor, Polarized Radial Diameter.................................................CAPPR + Lead Spacing + W Lead Width + D Body Diameter + H Body Height Example: CAPPRD200W52D300H550BCapacitors, Polarized Radial Diameter; lead spacing 2.00; lead width 0.52; Body Diameter 3.00; Height 5.50Diodes, Axial Diameter Horizontal Mounting.......................................DIOAD + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: DIOAD800W52L600D150BCapacitors, Non Polarized Axial Diameter; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50Diodes, Axial Diameter Vertical Mounting .........................................DIOADV + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: DIOADV300W52L600D150BCapacitors, Non Polarized Axial; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50Dual-In-Line Packages...................................DIP + Lead Span + W Lead Width + P Pin Pitch + L Body Length + H Component Height + Q Pin Qty Example: DIP762W52P254L1905H508Q14BDual-In-Line Package: Lead Span 7.62; Lead Width 0.52; Pin Pitch 2.54; Body Length 19.05; Body Height 5.08; Pin Qty 14Component, Category Land Pattern Name Dual-In-Line Sockets....................................DIPS + Lead Span + W Lead Width + P Pin Pitch + L Body Length + H Component Height + Q Pin Qty Example: DIPS762W52P254L1905H508Q14BDual-In-Line Package Socket: Lead Span 7.62; Lead Width 0.52; Pin Pitch 2.54; Body Length 19.05; Body Height 5.08; Pin Qty 14Headers, Vertical....... HDRV + Lead Span + W Lead Width + P Pin Pitch + R Pins per Row + L Body Length + T Body Thickness + H Component HeightExample: HDRV200W52P200R2L4400T400H900BHeader, Vertical: Lead Span 2.00; Lead Width 0.52; Pin Pitch 2.00; 2 Rows; Body Length 44.00; Body Thickness 4.00; Body Height 9.00 Headers, Right Angle...............HDRRA + Lead Span + W Lead Width + P Pin Pitch + R Pins per Row + L Body Length + T Body Thickness + H Component HeightExample: HDRRA200W52P200R2L4400T400H900BHeader, Vertical: Lead Span 2.00; Lead Width 0.52; Pin Pitch 2.00; 2 Rows; Body Length 44.00; Body Thickness 4.00; Body Height 9.00 Inductors, Axial Diameter Horizontal Mounting....................................INDAD + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: INDAD800W52L600D150BInductors, Axial Diameter; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50Inductors, Axial Diameter Vertical Mounting .....................................INDADV + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: INDADV300W52L600D150BInductors, Axial Diameter Vertical Mounting; Lead Spacing 3.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50Jumpers, Wire...................................................................................................................................................JUMP + Lead Spacing + W Lead Width Example: JUMP500W52BJumper; Lead Spacing 5.00; Lead Width 0.52Mounting Holes Plated With Support Pad..........................................................................MTGP + Pad Size + H Hole Size + Z Inner Layer Pad Size Example: MTGP700H400Z520This is a Mounting hole for a #6-32 screw using a circular 7.00 land on the primary and secondary side of the board, a 4.00 diameter hole with the internal lands are smaller that the external and are also circular 5.20 in diameter.Mounting Holes Non-Plated With Support Pad................................................................MTGNP + Pad Size + H Hole Size + Z Inner Layer Pad Size Example: MTGNP700H400Z520This is a Mounting hole for a #6-32 screw using a circular 7.00 land on the primary and secondary side of the board, a 4.00 diameter hole with the internal lands are smaller that the external and are also circular 5.20 in diameter.Mounting Holes Non-Plated Without Support Pad.....................MTGNP + Pad Size + H Hole Size + Z Inner Layer Pad Size + K Keep-out Diameter Example: MTGNP100H400Z520K700This is a Mounting hole for a #6-32 screw using a circular 1mm land on the primary and secondary side of the board, a 4.00 diameter hole with the internal lands are smaller that the external and are also circular 5.20 in diameter and a 7.00 diameter keep-out.Mounting Holes Plated with 8 Vias .....................................................................MTGP + Pad Size + H Hole Size + Z Inner Layer Pad Size + 8 Vias Example: MTGP700H400Z520V8This is a Mounting hole for a #6-32 screw using a circular 7mm land on the primary and secondary side of the board, a 4mm diameter hole with the internal lands are smaller that the external and are also circular 5.2mm in diameter, with 8 vias.Pin Grid Array’s.............................PGA + Pin Qty + P Pitch + C Pin Columns + R Pin Rows + L Body Length X Body Width + H Component Height Example: PGA84P254C10R10L2500X2500H300BPin Grid Array: Pin Qty 84; Pin Pitch 2.54; Columns 10; Rows 10; Body Length 25.00 X 25.00; Component Height 3.00Resistors, Axial Diameter Horizontal Mounting...................................RESAD + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: RESAD800W52L600D150BResistors, Axial Diameter; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50Resistors, Axial Diameter Vertical Mounting ....................................RESADV + Lead Spacing + W Lead Width + L Body Length + D Body Diameter Example: RESADV300W52L600D150BResistors, Axial Diameter Vertical Mounting; Lead Spacing 3.00; Lead Width 0.52; Body Length 6.00; Body Diameter 1.50Resistors, Axial Rectangular Horizontal Mounting...RESAR + Lead Spacing + W Lead Width + L Body Length + T Body thickness + H Body Height Example: RESAR800W52L600T50H70BResistors, Axial Rectangular; Lead Spacing 8.00; Lead Width 0.52; Body Length 6.00; Body Thickness 0.50; Body Height 0.70Test Points, Round Land......................................................................................................................................................................TP + Lead Width Example: TP52Test Points, Square Land..................................................................................................................................................................TPS + Lead Width Example: TPS52Test Points, Top Land Round & Bottom Land Square.....................................................................................................................TPRS + Lead Width Example: TPRS52 Wire....................................................................................................................................................................................................PAD + Wire Width Example: PAD52。
穆安巴大坝施工导流及进度设计评估
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深入至中粗沙层 。从各层渗透性来看 ,中粗沙的渗
维普资讯
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刘 超
摘 要
程 旭 强 庞
浩
从施工 导流方案和施工 总进度 计划两个 重要方面,对欧洲某 国际咨询公司编制 的莫 桑比克穆 安 巴大坝可行 评估 穆 安巴大坝 A 文章编号 10—90 20 )20 1—3 0768 (07 0—090
性研 究报告 中大坝枢纽部分 的施工设计进行 了描述 - 9评估 ,并提 出了具体的评估意见。 关键词 施工导流 进度 中图分类号 T 52 V 1 文献标识码
穆 安 巴大坝 工程 位于非 洲南 部 国际河 流茵 珂玛 缇河 (no a ) ,距 莫 桑 比克 首 都 马 普 托 5 m。 Ikm t 上 i 0k 工程 主要 由大 坝 枢 纽 、电 站 和 输 水 工 程 三 部 分 组 成 ,是 以供 水为 主 ,兼 有发 电 、防洪 和 乡村发 展为 目的的综 合性 水利 枢纽 工程 。 大坝为 土石坝 与混 凝土 坝混 合坝 型 ,最 大 坝高 4 . 3 151,坝 顶 总 长 3051,其 中混 凝 土 坝 长 45 3 2 3 3 1
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Enhance the Representation of Land and Boundary La
• Implementation of OSULSM (WRF release 1.2 Beta, FY 2019)
Provide documentation for the unified Noah LSM for its offline and coupled application
5th WRF LSM Workshop, NCAR, 9/13/05
The unified Noah LSM significantly improved the precipitation score compared to its predecessor OSULSM
5th WRF LSM Workshop, NCAR, 9/13/05
Mission
• Integrate advance land models/modules, new data sets, and land data assimilation techniques to improve representation of land and boundary layer processes in WRF
– Separated from PBL driver
• SI add Maximum snow albedo database (FY 2019) • Implement quasi-unified Noah LSM (FY 2019)
– Snow and frozen-ground physics – Soil thermal conductivity – Patchy snow cover – Snow density – Soil heat flux treatment under snow pack – Snow roughness length
英文学术报告范例ppt课件
Layout
Background Experimental Program Experimental Results
➢ Comparison of compressive strength between UHTCC and matrix
Results
Comparison of strain at peak stress
Fig. 3. Comparison of strain at peak stress between UHTCC and matrix
篮球比赛是根据运动队在规定的比赛 时间里 得分多 少来决 定胜负 的,因 此,篮 球比赛 的计时 计分系 统是一 种得分 类型的 系统
Background
Numbers of studies carried out
➢ permeability and carbonation properties ➢ tensile and bending properties ➢ freeze-thaw properties
no uniform test available for the compressive properties
篮球比赛是根据运动队在规定的比赛 时间里 得分多 少来决 定胜负 的,因 此,篮 球比赛 的计时 计分系 统是一 种得分 类型的 系统
Comparison of stress-strain curves
The chart shows the comparison between the predictions and the test data of UHTCC
火星移民计划(Marsmigrationprogram)
火星移民计划(Mars migration program)Mars migration programMars (Mars migration program [1] immigration plan; Mars immigrant plans) is the United States space exploration technology company (SpaceX) CEO and founder Elon Mask, for the first time on the media revealed the immigration plan in communities, Mars and mars. The United States space exploration technology company (SpaceX) is the world's first successful launch of private enterprises, the achievement is impressive, the first proposed Mars immigration plan again.Religious leaders in the United Arab Emirates have issued laws prohibiting Muslims from moving to Mars, claiming that Mars is dangerous, moving to commit suicide, and Muslims are not allowed to commit suicide. [2]The parties view edit immigration plan (Mars migration Mars program; Mars immigrant plans) is the United States space exploration technology company (SpaceX) CEO and founder Elon Mask for the first time on the media revealed, immigrants and built communities in Mars mars. Whether or not it is feasible, as well as the Mars transformation program, about Mars archives, astronomers, scientists, the media gives different views.Space VS buy a houseAccording to the British "times" reported on January 4, 2009, 37 year old musk said that his long-term goal is to move humans from the earth to other planets, and to ensure that the process is safe enough, low prices. "If we move the cost of movingeveryone to Mars at around $2 million, we can start a big market," Mask said. The earth is expected 10 thousand to 20 thousand people are willing to immigrants, planet, people do not buy food on earth, the money saved can be used to space."[3] space mineral depositsMusk is not an aerospace expert, but his ambition is to compete with the state's leading aerospace agencies to capture space freight markets at a low cost space launch. Although the prospects are good, musk knows that its biggest customer, the NASA, will certainly be reduced. As a result, some employees suggested that SpaceX should develop space deposits, and musk said: "I'm not interested in anything that's hopeless.". Is it more expensive to develop mineral deposits than to develop space minerals?"24 billion single orderAccording to reports, musk is softMars immigration plan (5) a company network started in 2002 by the sale of online payment company PayPal earned $1 billion 500 million, and the creation of SpaceX, the company is the world's first successful launch of private enterprises. In December 2008, SpaceX received NASA35 billion (about 24 billion yuan) large single, will bear the delivery of supplies to the international space station part of the task. Mask said that SpaceX will continue to expand its business, is expected by the end of 2010, business volume will grow by 30% to 50%.Mars oneHolland's agency recently launched a one-way trip to Mars, "Mars No. 1" plan, causing controversy. The agency in charge of buzz Lance admits duopu told Xinhua News Agency reporters interview, launched its immigration Mars program may not be achieved. [4] but Mars one is still in accordance with the implementation of the project plan, according to a press conference in December 10, 2013, Mars one official and Lockheed Martin, the British Surrey Satellite Technology Ltd (SSTL) to cooperate, they commissioned the design of Mars and a communications satellite, but does not include manufacturing. The mission, which was launched in 2018, will practice manned landings and test the availability of water on the surface of mars. Lockheed Martin will design a robotic lander, and SSTL will design communications satellites for video and data dissemination. [5] Mars transformationAs more and more people know about Mars, many scientists, and even NASA, have begun a scientific exploration into the planet mars.Immigration programAmong these "Mars enthusiasts", the most enthusiastic is the famous American Mars association. The association had already developed a transformation of Mars detailed plans and plans such as "great determination and courage" general gradual implementation of this shocking immigration plan, perhaps after 1000, when the greenhouse effect eventually destroyed our homes, the immigration plan will become the "Noah's ark".For Mars, the most important thing is to make Mars generate oxygen for human survival. For this purpose, many scientists think it will take 20 thousand to 100 thousand years, so it is out of reach. But Robert Zuberlin, founder and scientist of the Mars Society, believes that the process will take about years to complete the [6].ReasonMars, the planet of ancient human imagination, is now the hope of human beings, because Mars is the closest planet for scientists to explore the environment. If you are looking for another planet for human habitation, Mars must be the first candidate.2 focus on Mars editor, although humans have not been to Mars yet,Equivalent to 1/5 of the earth, most of which are carbon dioxide. At this point, Martian residents will be able to walk out of space without wearing space suits, and of course they will need oxygen bags. Ordinary aircraft can take off and take off on Mars. They will also build a closed city with a dome.Once Mars near the equator to maintain long-term temperature at 0 DEG C, liquid water supply, stable can be on Mars by 2250, Mars has to plant growth, but progenitor Berlin said "first consider the cultivation, should be able to promote the photosynthesis of moss and fungus."Harvest oxygenThe growth of plants means the generation of oxygen, and photosynthesis makes carbon dioxide gradually into oxygen.To speed up the production of oxygen, Mars residents will plant a large variety of plants, and be careful with all kinds of waste, because garbage corruption will create large amounts of carbon dioxide. In addition, genetic engineering will be a big help, and Berlin expects scientists to plant super plants that release more oxygen".Wait one thousand more yearsIn front of the plan seems to be very smooth, 50 years can make the atmosphere, after 50 years can walk on Mars, but the next is a long process, because to make Martian plants release enough human free oxygen to breathe, about 1000. In this 1000, Mars residents are planting and harvesting, trying to produce more oxygen.Mars archivesMars is the nearest planet to earth except Venus, and the distance between the earth and the earth is 55 million 700 thousand km to 120 million km due to changes in its orbit. The night sky of the Mars flickering fire, brightness change often, confusing, so that the ancient Mars "Mars China". In ancient Rome mythology, it was supposed to be the Mars Marrs, in armor and blood all over, and that's the origin of the English name of mars.Mars is smaller than Earth, with a radius of 53% of the earth, 15% of the earth, 11% of the earth, and 38% of the earth's surface. Mars has a thin atmosphere, 95% carbon dioxide, and 3% nitrogen. The atmospheric density is about 1% of the earth's atmosphere. Mars rotates once every 24.63 hours, and in an elliptical orbit tilted 25.2 degrees around the sun, for a period of 687 days, and like the earth, has four seasons climate, winter minimum temperature of minus 125 degrees Celsius, the highest in summer 22 degrees, the average temperature -63. Such a state of nature, though still unfit for human habitation, can be quite different from the moon. Although liquid water is not visible on Mars, the traces of water detected so far have shown at least a flood of water on Mars, and scientists have found that there is a lot of ice on the poles of mars.In addition, the Martian volcano ash and green clay, is conducive to the growth of plants; there are plenty of carbon dioxide gas in the atmosphere of Mars, which can improve the efficiency of photosynthesis, the crop was greater than the earth's harvest. Mars is filled with iron oxide and other oxidizing substances that can restore oxygen. There is plenty of energy on mars. The wind energy is much richer than the earth; some heat on Mars; can also use carbon dioxide and hydrogen to produce methane fuel; nuclear power generation with heavy hydrogen and so on. Mars has a variety of metal rich deposits of volcanic activity and water shocks, much better than lunar metal elements dispersed in earth and rock.。
WRF-CLM耦合模式
Current LSMs in WRF
Noah LSM (NCEP/NCAR/AFWA) RUC LSM (FSL) 5-layer soil model (NCAR)
Why another LSM?
Beneficial in regional climate model applications driven by CCSM boundaries (downscaling climate scenarios) Want to use the same physics as CCSM
Main Features of CLM3
Surface Heterogeneity 3 levels of grid-cell sub-division
Landunits (5 types currently)
Vegetated, Glacier, Lake, Wetland, Urban
Columns (1 currently)
Biogeophysical Processes (cont’d)
Canopy hydrology (interception, throughfall and drip) Snow hydrology (snow accumulation and melt, compaction, water transfer between snow layers) Soil hydrology (surface runoff, infiltration, sub-surface drainage, redistribution of water within the columns) Stomatal physiology and photosynthesis Lake temperatures (multi-layer) and fluxes Routing and runoff from rivers to ocean (not in WRF yet) Biogenic volatile organic compounds (BVOCs) (could be coupled to WRF-Chem)
进出口边界条件各种说法
问:用了很长时间的fluent,但始终没有把压力出入口边界条件弄明白。
请大侠赐予正确指导… 有的文档说亚声速流下initial是O或者不填,而有的出版物则把total和initial设置成几乎想等的值,或者差值为大气压,很困惑!比如说在一个喷射(亚声速流)流场中,实际条件为喷嘴入口压力40MPa,出口压力20MPa,即流场内围压20MPa,这时,在压力入口边界条件的总压、初始表压以及压力出口的表压分别应当设置多少?假如是超声速流,又有什么区分?还有,OPeratingCOndition下的operating pressure是否设置成0或者大气压有什么说法吗?A:有的出版物则把total和initial设置成几乎想等的值。
我在使用时一般也是采纳这样的方法,严格来讲是有公式来计算的。
但是这个值一般只是用于初始化,对结果影响不大,所以简洁来讲就设置成和出口的一样。
这个值对流场的初始化有肯定的影响,设置成。
也不是不行以,但会增加迭代步数。
对于喷射而言,建议IZ将operating condition下的operating pressure设置为0 ,即是肯定压力。
最近用FlUent做模拟的时候始终在使用压力出口边界,对其中出口温度、组分浓度等值的设置不是很明白,就认真看了下FlUentUSerGUide,对压力出口边界描述如下:Pressure outlet boundary conditions require the specification of a static (gauge) pressure at the outlet boundary .A ll other flow quantities are extrapolated from the interior o因此,压力出口边界可以这样表述,即,给定出口压力,对流淌中的其他物理量均有流场内部值差值得到。
那边界条件面板中设定的温度(等)值有什么用呢?是消失回流时的回流值。
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Implementation of Noah land surface model advances in theNational Centers for Environmental Prediction operationalmesoscale Eta modelM.B.Ek,1K.E.Mitchell,1Y.Lin,1E.Rogers,1P.Grunmann,1V.Koren,2G.Gayno,3and J.D.Tarpley4Received6December2002;revised1August2003;accepted6October2003;published29November2003.[1]We present the impact tests that preceded the most recent operational upgrades to theland surface model used in the National Centers for Environmental Prediction(NCEP)mesoscale Eta model,whose operational domain includes North America.Theseimprovements consist of changes to the‘‘Noah’’land surface model(LSM)physics,mostnotable in the area of cold season processes.Results indicate improved performance inforecasting low-level temperature and humidity,with improvements to(or withoutaffecting)the overall performance of the Eta model quantitative precipitation scores andupper air verification statistics.Remaining issues that directly affect the Noah LSMperformance in the Eta model include physical parameterizations of radiation and clouds,which affect the amount of available energy at the surface,and stable boundary layer andsurface layer processes,which affect surface turbulent heat fluxes and ultimately thesurface energy budget.I NDEX T ERMS:3322Meteorology and Atmospheric Dynamics:Land/atmosphere interactions;3329Meteorology and Atmospheric Dynamics:Mesoscale meteorology;K EYWORDS:coupled modeling,Eta model,land surface modelCitation:Ek,M.B.,K.E.Mitchell,Y.Lin,E.Rogers,P.Grunmann,V.Koren,G.Gayno,and J.D.Tarpley,Implementation of Noah land surface model advances in the National Centers for Environmental Prediction operational mesoscale Eta model,J.Geophys. Res.,108(D22),8851,doi:10.1029/2002JD003296,2003.1.Introduction[2]During the past two decades,a number of advances in land surface models(LSMs)have been made in simulating surface energy and water fluxes and the surface energy and water budgets in response to near-surface atmospheric forcing.The companion evolution of soil moisture,soil temperature,and snowpack are important to the surface energy and water budgets on short-term(e.g.,daily)to long-term(e.g.,seasonal to annual)timescales,and they in turn depend on surface conditions(such as vegetation state and soil texture).Increasingly then,the parameterizations of land surface processes have become more physically based because of heightened multidisciplinary cooperation and increased knowledge in the fields of meteorology,hydrol-ogy,and plant and soil physics.[3]Surface fluxes provide the necessary lower boundary conditions for numerical weather prediction(NWP)and climate models.These weather and climate models are computationally intensive and as such the LSMs utilized must be efficient in their representation of land surface processes.At the onset of the1990s,the National Centers for Environmental Prediction(NCEP)started testing the efficient LSM developed for use in NWP at Oregon State University(OSU)beginning in the middle1980s[Mahrt and Pan,1984;Pan and Mahrt,1987].The original OSU LSM consisted of two soil layers with thermal conduction equations for soil temperature and a form of Richardson’s equation for soil moisture.The effect of stomatal control by plants was represented via a constant‘‘plant coefficient’’(fractional,0to1)to account for atmospheric influences, multiplied by the soil moisture availability(fractional,0to1) to account for the soil moisture influence,finally multiplied by the potential evaporation[Mahrt and Ek,1984].Later,a variable plant coefficient that accounted for stomatal control was related to a canopy conductance formulation using the common‘‘big leaf’’approach[Jarvis,1976;Noilhan and Planton,1989],reported by Holtslag and Ek [1996],where canopy conductance is modeled as a function of soil moisture availability and atmospheric conditions (solar insolation,temperature,and humidity).[4]During the1990s,NCEP greatly expanded its land surface modeling collaborations via several components of the Global Energy and Water Cycle Experiment(GEWEX), most notably,the GEWEX Continental-Scale International Project(GCIP)and the Project for Intercomparison of Land-JOURNAL OF GEOPHYSICAL RESEARCH,VOL.108,NO.D22,8851,doi:10.1029/2002JD003296,2003 1Environmental Modeling Center,National Centers for EnvironmentalPrediction,Suitland,Maryland,USA.2Office of Hydrologic Development,National Weather Service,SilverSpring,Maryland,USA.3Air Force Weather Agency,Offutt Air Force Base,Nebraska,USA.4Office of Research and Applications,National Environmental SatelliteData and Information Service,Suitland,Maryland,USA.Copyright2003by the American Geophysical Union.0148-0227/03/2002JD003296$09.00GCP12-1surface Parameterization Schemes(PILPS).These collabo-rations included the Office of Hydrological Development (OHD)of the National Weather Service,National Environ-mental Satellite Data and Information Service(NESDIS), NASA,National Center for Atmospheric Research (NCAR),the U.S.Air Force,and OSU and other university partners.As an outgrowth of these collaborations and their broad scope of LSM testing in both uncoupled and coupled mode over a wide range of space scales and timescales(see citations below),NCEP substantially enhanced the OSU LSM,now renamed the Noah LSM in recognition of the broad partnership above.[5]The mesoscale model forecast suite at NCEP is the Eta model[Janjic´,1990,1994;Black,1994;Mesinger, 2000]and its Eta Data Assimilation System(EDAS) [Rogers et al.,1996],now run operationally at12-km resolution with60layers.NCEP generally first implements the Noah LSM enhancements in the Eta-EDAS suite, followed later by implementation in the NCEP Global Forecast System(GFS).Before introducing the latest Noah LSM enhancements and tests that are the subject of this paper,we first briefly review the highlights of the earlier Noah LSM upgrades that have taken place in the Eta-EDAS suite at NCEP over the past seven years.These included an increase from two to four soil layers,modifications to the canopy conductance formulation[Chen et al.,1996],bare soil evaporation and vegetation phenology[Betts et al., 1997],surface runoff and infiltration[Schaake et al., 1996],and thermal roughness length treatment in the surface layer exchange coefficients[F.Chen et al.,1997].A key companion advance was the implementation of fully con-tinuous self-cycling of soil moisture and temperature in the EDAS(without soil moisture nudging)in June1998.Since then the Eta model initial soil moisture and temperature are sole products of the EDAS(namely,the coupled Noah-Eta model and the land surface forcing internal to the EDAS) without undue drift in soil moisture and temperatures. [6]The above forerunner Noah LSM advances have yielded improved model performance,both in an offline mode(that is,atmospheric-forced LSM-only runs for spe-cific sites or in two-dimensional horizontal land surface domains),as well as coupled in the fully three-dimensional operational mesoscale Eta analysis and forecast system. Offline testing of the Noah LSM has involved several PILPS and related or similar projects[e.g.,Chen et al., 1996;T.H.Chen et al.,1997;Qu et al.,1998;Wood et al., 1998;Chen and Mitchell,1999;Koren et al.,1999; Schlosser et al.,2000;Slater et al.,2001;Boone et al., 2001;Bowling et al.,2003].Coupled evaluation has addressed performance of the Noah LSM in an NWP setting with focus on land surface processes from local to conti-nental scales[e.g.,Berbery et al.,1996,1999,2003;F.Chen et al.,1997;Betts et al.,1997;Yucel et al.,1998;Hinkelman et al.,1999;Angevine and Mitchell,2001;Berbery,2001; Marshall et al.,2003].[7]Given the significant role GCIP has played in sup-porting land surface model development at NCEP,it is appropriate to review the Noah LSM in this special GCIP issue.In describing the various model advances and when they occurred(see Table1),this paper reviews upgrades to the physical parameterizations and land surface fields used in and by the Noah LSM along with the companion impact tests in the coupled Noah/Eta-EDAS suite,for the cold season(section2)and the warm season(section3).This latest phase of Noah LSM advances described here embodies a‘‘generational’’Noah LSM upgrade includingTable1.Timeline of Noah Land Surface Model(LSM)Evolution,With References to Relevant Model Physics and/or Land Surface Fields Implemented in the NCEP Operational Mesoscale Eta ModelDate Description Reference(s)Original OSU LSM(Prior to NCEP Era)potential evaporation Mahrt and Ek[1984]surface fluxes,soil hydraulics,Mahrt and Pan[1984]and soil thermodynamics and Pan and Mahrt[1987]Noah LSM Implementation in Eta Model at NCEP31Jan.1996OSU LSM introduced into Eta model Chen et al.[1996](GFS initial soil moisture and temperature)surface runoff and infiltration Schaake et al.[1996] 24July1996ISLSCP vegetation greenness changes18Feb.1997NESDIS vegetation greenness Gutman and Ignatov[1998]bare soil evaporation changes Betts et al.[1997]asnow melt changes Betts et al.[1997]athermal roughness length changes F.Chen et al.[1997]a 9Feb.1998increase from2to4soil layers3June1998self-cycling Eta-EDAS soil moisture and temp.NESDIS daily snow cover and sea ice analysis Ramsay[1998]Noah LSM Upgrades(With Assessment in Eta Model)Described in This Study21July2001frozen soil physics Koren et al.[1999]snowpack physics upgrade Koren et al.[1999]maximum snow albedo climatology Robinson and Kukla[1985]shallow snow thermal conductivity Lunardini[1981]bare soil evaporation refinementbare soil thermal conductivity changes Peters-Lidard et al.[1998]vegetation-reduced soil thermal conductivity Peters-Lidard et al.[1997]transpiration refinements26Feb.2002patchy shallow snow thermal conductivitya Assessed in an Eta model study.GCP12-2EK ET AL.:UPGRADED NOAH LAND SURFACE MODELthe addition of frozen soil physics and major advances in snowpack-related physics[Koren et al.,1999],significant improvements to bare soil evaporation,soil heat flux enhancements for bare soil,snow-covered and vegetated conditions,and some modest changes to canopy conduc-tance.These Noah LSM upgrades address Eta model forecast biases in near-surface air temperature and relative humidity thought to be due in part to deficiencies in Noah LSM physics evident in uncoupled testing(described above).[8]This paper presents the follow-on testing to confirm in coupled mode the improvement anticipated from our uncoupled(offline)testing.The model testing and assess-ment includes regional verification of realtime parallel executions in winter,early spring,and summer,as well as individual case studies(under conditions of minimal large-scale forcing)in order to demonstrate model bias reduc-tions.The most recent Noah LSM upgrades were tested in the NCEP mesoscale Eta model and then implemented in the Eta-EDAS suite operationally in July2001,with an additional change in February2002.We summarize our findings and suggest further Noah LSM improvements and future direction in section4.2.Cold Season Processes[9]Cold season processes are important in the evolution of the land surface for a large fraction of the earth during many cold season months.In the presence of snow cover, albedo increases,surface roughness is often reduced,andthe exchange of heat and moisture between land surface and atmosphere is diminished,while subsurface freezing reduces the movement of heat and moisture within the soil. All of these processes affect the surface energy budget and thus the surface fluxes,so it is necessary to include these effects in LSMs used in weather and climate models.These processes are included in the Noah LSM upgrades demon-strated herein,as well as other land surface models[e.g., Viterbo et al.,1999;Smirnova et al.,2000;Boone et al., 2000;Boone and Etchevers,2001].The improvements to the Noah LSM in the area of cold season processes were first made and tested in an offline mode by Koren et al. [1999]and during the PILPS2d exercise[Schlosser et al., 2000;Slater et al.,2001],and then in a coupled mode within the NCEP mesoscale Eta model as presented here.2.1.Patchy Snow Cover and Frozen Soil[10]The cold season processes that have been added or improved are described by Koren et al.[1999]and include the effect of latent heat release during soil water freezing in winter,which ameliorates the typical underestimation(when frozen soil processes are ignored)of soil temperature(and thus surface and air temperatures)during soil freezing periods,and overestimation of temperatures during thawing periods.The frozen soil moisture content depends on the soil temperature,volumetric soil moisture,and character-istics dependent on soil texture.Additionally,a treatment of patchy(fractional)snow cover is introduced,which allows the surface temperature to exceed freezing.The previous formulation in the Noah LSM used all incoming energy to melt and sublimate the snowpack(which was considered uniform across a gridbox)until complete ablation.This bounded the surface skin temperature at0°C(in the solution of the single surface energy budget),resulting in the daytime low-level air temperature holding near freezing. The new Noah LSM formulation allows for patchy snow cover if the snow depth is below some threshold,and hence allows exposed ground,a lower albedo,more energy absorption,and the aggregate(gridbox)surface skin tem-perature(still corresponding to a single surface energy budget)to rise above0°C.As such the surface sensible heat flux increases with a corresponding increase in low-level air temperature.The subgrid patchiness is related to the depth of the snow and surface characteristics;for example,for a‘‘smoother’’surface such as a grassland,a smaller snow depth threshold is required for100%snow cover compared to a forest(Figure1).[11]Moreover,the evolution of the snowpack density is added as a new snowpack state,and is governed via a time-dependent snow compaction algorithm,which includes the effect of new snowfall.Previously the snow depth was assumed to have a‘‘typical’’5:1ratio,usually too low for new snowfall,but perhaps too high for an older snowpack. The snow density then affects the thermal conductivity through snow(previously assumed to be constant),which is important in determining the exchange of heat between the land surface and atmosphere.Also,in the presence of frozen soil moisture,the moisture infiltration(i.e.,of snowmelt water and precipitation)is reduced.These param-eterizations have been adopted in the current version of the Noah LSM with some modifications;for example,the computational efficiency of snow density formulation and frozen soil numerics have been greatlyimproved.Figure1.Snow cover fraction(s s)as a function of snow water equivalent(SWE,and snow depth assuming a snow density ratio of5:1)for the previous Noah LSM formulation (thin line,s s=0for SWE=0,and s s=1for SWE>0),and for the new Noah LSM formulation for forest(thick solid line)and grassland(thick dashed line)vegetation classes.EK ET AL.:UPGRADED NOAH LAND SURFACE MODEL GCP12-3[12]Below,we describe our further extensions to the Noah LSM in terms of cold season processes beyond those presented by Koren et al.[1999].2.2.Soil Heat Flux Under Snow[13]As the snowpack becomes very thin,it is difficult to estimate the large near-surface temperature gradients in the snow and upper soil layer,which sometimes leads to unrealistic spikes in the modeled values of the soil heat flux (G )through the snow and upper soil layer (e.g.,as seen in the study by Hinkelman et al.[1999]).The original formulation for G in the Noah LSM assumed a constant value for the snow thermal conductivity (0.35W m À1K À1)with heat flux through the soil and snow determined asG ¼K s ðT s ÀT s 1Þ=ÁZ sð1Þwhere K s is the snow thermal conductivity,T s and T s 1are the surface (snow)skin and upper soil layer (midpoint)temperatures,respectively (with the restriction that T s 273.15),and ÁZ s is the snow depth,assumed to be 10ÂSWE,where SWE is the snow water equivalent (so a snow density ratio of 10:1).The solution for G was then bounded by ±100W m À2for numerical stability because with a vanishing snowpack (ÁZ s !0),G could spike with large positive or negative values,depending on the gradient of T s -T s 1(Figure 2).[14]Therefore the soil heat flux formulation in the Noah LSM has been modified to include the effect of heat flow through thin patchy snow cover.This is done by considering the thermal conductivity of a snowpack-plus-upper-soil-layer following a method described by Lunardini [1981],where heat flow can be in parallel,in series,or intermediate between the two.Here parallel heat flow through the snowpack-plus-upper-soil-layer is assumed,which yields a larger thermal conductivity (than say,series),implicitly accounting for the nonuniform nature of snowpack cover.The effective thermal conductivity for the surface is then determined via a linear weighting between the snow-covered and non-snow-covered fractions (of a model gridbox),whereK T ¼ÁZ s K s þÁZ s 1K s 1ð2ÞK eff ¼s s K T þð1Às s ÞK s 1ð3Þwhere K s 1,K T ,K eff are the thermal conductivities of the upper soil layer,snow-plus-upper-soil-layer,and patchy snow-covered surface (Figure 3),respectively,ÁZ s 1is the upper soil layer depth,and s s is the snow cover fraction (0 s s 1).The soil heat flux through the patchy snow-covered surface is then formulated asG ¼K eff ðT s ÀT s 1ÞÁZ s þÁZ s 1ð4ÞIn this formulation the thermal conductivity remains robustly defined even in the extremes of vanishing snow cover (ÁZ s =0,s s =0,K eff =K s 1),or for a verydeepFigure 2.Soil heat flux (G )through patchy snow cover as a function of snow depth for the previous Noah LSM formulation (thin line),and the new Noah LSM formulation for forest (thick solid line)and grassland (thick dashed line)vegetation classes.Here we have assumed a temperature gradient of 3K (old formulation:equation (1);new formulation:equation (4)),and,for the new formulation,an upper soil layer volumetric soil moisture content of 0.29(yields soil thermal conductivity of 1.0W m À1K À1for Noah LSM soil texture class No.2,silty clay loam)and snow density ratio of 5:1(yields snow thermal conductivity of 0.108W m À1K À1).Figure 3.Thermal conductivity (K eff )through patchy snow cover versus snow water equivalent (SWE)for the previous Noah LSM formulation (thin line,K eff =K s =const.=0.35W m À1K À1),and new Noah LSM formulation for forest (thick solid line)and grassland (thick dashed line)vegetation classes,with the same patchiness corresponding to Figure 1,and soil and snow conditions as in Figure 2.GCP 12-4EK ET AL.:UPGRADED NOAH LAND SURFACE MODELsnowpack (ÁZ s )ÁZ s 1,s s =1,K eff !K s ),which is quite important for numerical stability.Chang et al.[1999]describe a similar thermal conductivity formulation (derived independently)adopted in another version of the OSU LSM,which accounts for a vanishing snowpack depth,although they did not account for patchy snow cover (equivalent to setting K eff =K T ).Patchy snow cover must be accounted for since it increases the heat flux between the surface and atmosphere (especially at smaller snow cover fractions)because of the typically larger thermal conduc-tivity of soil compared to snow.2.3.Albedo Over Snow[15]In the presence of snow cover,the surface albedo may be markedly increased because of the high albedo of snow (depending on vegetation cover).However,in con-ditions of shallow snowpack when snow first accumulates at the start of snowfall or diminishes because of snow subli-mation or snow melt,there will be patchy areas that are not snow covered,e.g.,in a model gridbox.To account for this patchiness effect,we formulate the surface albedo as a composite of a snow-covered and non-snow-covered sur-face asa ¼a 0þð1Às f Þs s ða s Àa 0Þð5Þwhere a ,a 0,and a s are the actual,snow-free,and maximum snow surface albedo,respectively,s f is the green vegetation fraction (0 s f 1),and s s is the snow coverfraction (defined earlier),as illustrated in Figure 4.As snow depth becomes zero,the albedo becomes the snow-free albedo (a =a 0).When the snow depth exceeds a threshold value (dependent on land surface classification,e.g.,vegeta-tion type),snow cover is complete (s s =1)and a =a s ,the maximum snow albedo (described below).[16]Over deep snow,the albedo of the surface is higher and in LSMs is often set to some uniformly large value,e.g.,0.55previously in the Eta model.However,this can vary greatly depending on the surface character.For example,a conifer forest may have a lower albedo because of darker treetops sticking through a brighter (deep)snowpack,com-pared with a higher albedo for a completely snow-covered grassland.However,rather than use a maximum snow albedo simply as a function of the vegetation class or surface type (e.g.,as in the ECMWF land surface model [van den Hurk et al.,2000]),we use an annual maximum snow albedo climatology data set that extends the work of Robinson and Kukla [1985].Their original data set covered the area north of 25°N at 1°Â1°resolution,so for each 1°Â1°cell,the maximum snow albedo implicitly includes the effect of variable vegetation density (subgrid variability)within the same vegetation class.Note the differences between the North American boreal forests with lower maximum snow albedos due to more shading of the snowpack under the canopy,compared to the Great Plains grasslands with higher maximum snow albedos due to more open ground and exposed snow cover (Figure5).Figure 4.Surface albedo contours as a function of snow cover fraction versus green vegetation fraction with ‘‘typical’’forest (grassland)values for snow-free albedo,a 0=0.15(a 0=0.20)and maximum snow albedo,a s =0.60(a s =0.70).EK ET AL.:UPGRADED NOAH LAND SURFACE MODELGCP 12-5[17]To populate a global1°Â1°database,the maximum snow albedos from the original database were correlated with the SiB vegetation class[Dorman and Sellers,1989] over this region to determine any pattern by‘‘binning’’the maximum snow albedo for a given vegetation class,then averaging and noting ranges.Indeed,the analysis showed a lower maximum snow albedo over forests than over short vegetation(i.e.,grasslands,tundra).The average maximum snow albedo for a given vegetation class was then applied to the region south of25°N,hence the more homogeneous ‘‘look’’of the database in this‘‘filled’’region.Since there were no maximum snow albedo values for the tropical forest regions in the original database,the maximum snow albedo for this vegetation type was nominally set to the Matthews[1983]snow-free albedo for the vegetation type in these regions.2.4.Snowpack Initialization[18]Before showing model impact studies,we review how the snowpack is initialized in the Eta model since snow cover and snow depth are important initial conditions for LSMs during winter months in many regions.Previously, only the daily47-km U.S.Air Force snow depth and sea-ice analysis was used in initializing snow and sea-ice in Eta model forecasts.While not an upgrade in the context of the study here,a23-km northern hemisphere snow and ice chart (Figure6)prepared operationally on a daily basis year-round by the Satellite Analysis Branch of the Satellite Services Division of NESDIS[Ramsay,1998]is being used operationally for the Noah LSM in the Eta-EDAS forecast system.This product provides superior information on the areal coverage of the snow and ice using visible imagery of the polar and geostationary(GOES)orbiting satellites as the primary tools for the analysis of this snow and ice cover, and relies on the human-interactive scrutiny of a trained satellite imagery analyst.Low-resolution visible data are used,augmented whenever possible by the visible high-resolution imagery and visible GOES,GMS,and Meteosat data.In addition,ground weather observations and various DMSP microwave products are incorporated into this daily snow and ice chart.[19]The Eta model initialization interpolates the most recent47-km U.S.Air Force(USAF)global snow depth analysis[Kopp and Kiess,1996]and the NESDISsnow Figure5.Maximum snow albedo based on Robinson and Kukla[1985].Figure 6.Snow cover over North America based onNESDIS snow cover analysis for4January2002.GCP12-6EK ET AL.:UPGRADED NOAH LAND SURFACE MODELcover analysis to create an initial snow cover and (actual)snow depth analysis for use by the Noah LSM,e.g.,in Eta model runs.Snow water equivalent (SWE)is determined from the snow depth assuming a snow density ratio of 5:1.The NESDIS snow cover analysis is used as a quality control for the USAF snow depth analysis;that is,if NESDIS indicates snow cover,the USAF snow depth is used,unless the USAF analysis indicates no snow depth,in which case a minimal value is assigned to the model gridbox (2.5cm snow depth,which yields 0.5cm SWE);if NESDIS indicates no snow cover,this is assumed to be the case and any USAF snow depth is ignored.2.5.Results From Late Winter Snowmelt Case[20]To assess the performance of the various modifi-cations made to the Noah LSM in a coupled mode,we make several sets of model runs using the NCEP meso-scale Eta analysis and forecast system,that is,model runs made each day for both the 00Z and 12Z cycles,run out beyond 48hours.These sets consist of Eta model runs made over a period of several weeks to over a month for different times of the year with the results then compared to the operational (control)runs and observations.Addi-tionally,a number of events episodic in nature (case studies)are examined during the periods described above where model output is compared with observations for specific forecast cycles using individual station time series and (horizontal)geographical plots showing Eta model performance.[21]Under conditions of southerly warm advection over a daytime melting shallow snowpack,surface skin tem-perature was held at 0°C in the previous formulation in the Noah LSM,resulting in the 2-m air temperature holding near freezing,a condition noted by many NWS field offices and others.In the new Noah LSM formulation with patchy snow cover (section 2.1),the surface skin temperature may rise above 0°C,allowing the daytime 2-m air temperature to rise further above freezing.This is the case for 2February 2001at North Platte,Nebraska,in the central United States,where the forecast 2-m airtemper-Figure 7.Observed (circles-dotted line)versus modeled (top)2-m air temperature,(middle)surface skin temperature,and (bottom)snow depth for original (dashed lines)and new (solid lines)Noah LSM formulation for snow cover,at North Platte,Nebraska (60-hour Eta model forecast from 00Z,2February 2001).The slight difference in the initial snow depths in the original versus new models reflects the different snowpack evolutions during the prior 24-hr model assimilation and analysis period.EK ET AL.:UPGRADED NOAH LAND SURFACE MODELGCP 12-7ature is closer to the observed using the new Noah LSM formulation (Figure 7).So less energy goes toward melting the shallow snowpack (it lasts longer),and more energy goes toward surface sensible heating resulting in warmer 2-m air temperatures and hence a substantial reduction in the daytime cold bias.This also shows up in the closer agreement between forecast and observed midday 2-m air temperatures across this region of shallow melting snow-pack (not shown).[22]In order to assess model performance for longer periods (i.e.,monthly)on a regional basis,we utilize the NCEP forecast verification system,which provides statisticson near-surface verification of 2-m air temperature and relative humidity from the operational and test versions of the Eta model.These statistics are generated for 22different regions covering the Eta model domain,e.g.,continental United States and Alaska,and include monthly diurnal time series composites of the 00-hour through 48-hour forecast compared with observations.Monthly compositing allows smoothing of the transient nature of day-to-day variability in weather,so that patterns emerge that help evaluate and understand the diurnal nature of model forecasts related to the Noah LSM.As such,we can see a reduced cold bias with the new Noah LSM reflected in the composite plotofFigure 8.February 2001monthly composite of 2-m air temperature,observations (circles-dotted line),and previous (dashed line)and new (solid line)Noah LSM for the eastern United States (Eta 12Zcycle).Figure 9.Eta model nighttime 2-m air temperature with (left)control and (right)new soil heat flux formulation for patchy snow cover (36-hour forecast valid 12Z,4January 2002).Note the region from northeast Georgia through south central Virginia,and along the ‘‘snow line’’in the U.S.upper midwest and upper Ohio Valley as seen in Figure6.Figure 10.Monthly composite (during January through February 2002)of 2-m air temperature,observations (circles-dotted line),and previous (dashed line)and new (solid line)Noah LSM for the western United States (Eta 12Z cycle).GCP 12-8EK ET AL.:UPGRADED NOAH LAND SURFACE MODEL。