建筑给排水工程设计外文翻译--水表设置

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建筑给排水英文文章

建筑给排水英文文章

建筑给排水英文文章一、IntroductionIn the field of architecture, plumbing systems play a crucial role in providing clean water and removing waste from a building. Effective and efficient building plumbing systems are essential for the health and safety of occupants. This article will explore the various aspects of building plumbing systems, including design principles, materials used, installation methods, and maintenance requirements.二、Design PrinciplesA well-designed plumbing system in a building relies on several key principles:1. Water Supply DesignThe design of a water supply system involves determining the source of water, calculating the required flow rate, and sizing the pipes accordingly. Factors such as building size, occupancy, and water demand must be considered. Additionally, backflow prevention devices are installed to prevent contamination of the water supply.2. Drainage System DesignThe drainage system design focuses on removing wastewater from the building and ensuring proper disposal. Gravity is commonly used to move wastewater through a series of pipes and drains. Proper slope, pipe diameter, and venting are important considerations to prevent blockages, odors, and sewer gas leaks.3. Fixture LayoutThe layout of plumbing fixtures, such as sinks, toilets, and showers, should be carefully planned to optimize water usage, convenience, andaccessibility. Adequate space and accessibility for maintenance should be considered during the design phase.三、Materials UsedVarious materials are used in the construction of plumbing systems. The choice of materials depends on factors such as the type of water supply, budget, and local regulations. Common materials used include:1. PipesPipes are typically made of materials such as copper, galvanized steel, PVC (polyvinyl chloride), and PEX (cross-linked polyethylene). Each material has its advantages and disadvantages, such as durability, cost, ease of installation, and resistance to corrosion.2. Fittings and ValvesFittings and valves connect and control the flow of water within the plumbing system. They are available in materials like brass, copper, and plastic. The choice of fittings and valves depends on the specific requirements of the system and its intended use.四、Installation MethodsProper installation of plumbing systems is crucial to ensure their functionality and longevity. Different installation methods are used depending on the building structure and plumbing system design. Some common installation methods include:1. Traditional Open-Cut MethodThis method involves excavating trenches for the placement of pipes. It allows for easy access and repair but can be time-consuming and disruptive, especially in existing buildings.2. Trenchless TechnologyTrenchless technology, such as pipe bursting and pipe lining, is gaining popularity due to its minimal disruption and cost-effectiveness. It involves using specialized equipment to repair or replace pipes without the need for extensive excavation.五、Maintenance RequirementsRegular maintenance is essential to keep building plumbing systems in optimal condition. Neglecting maintenance can lead to leaks, blockages, and water damage. Some important maintenance requirements include:1. Regular InspectionsPeriodic inspections of the plumbing system can help identify any potential issues before they escalate into costly repairs. Inspections should include checking for leaks, proper drainage flow, and functioning of valves and fixtures.2. Clearing BlockagesBlockages in drains and pipes should be promptly cleared to prevent backups and plumbing system failures. This may involve using mechanical tools or chemicals, depending on the nature of the blockage.3. Water Heater MaintenanceWater heaters should be inspected and serviced regularly to ensure efficient and safe operation. This includes checking for leaks, sediment buildup, and testing the pressure relief valve.六、ConclusionBuilding plumbing systems are vital for the functionality and comfort of a building. Proper design, choice of materials, installation methods, and regular maintenance are key factors in ensuring the performance and longevity of these systems. By following the principles discussed inthis article, architects, engineers, and building owners can createreliable and efficient plumbing systems that meet the needs of occupants while adhering to relevant regulations.。

建筑给水排水设计规范(英文版)

建筑给水排水设计规范(英文版)

NATIONAL STANDARDOF THE PEOPLE’S REPUBLIC OF CHINA中华人民共和国国家标准Code for Design of BuildingWater Supply And Drainage建筑给水排水设计规范 GB 50015-2003Edited by: Shanghai Construction and Management CommitteeApproved by: Ministry of Construction of the People’s Republic of China Implemented on: September 1, 20032003 Bei jingNOTICEThis code is written in Chinese and English. The Chinese text shall be taken as the ruling one in the event of any inconsistency between the Chinese text and the English text.Notification of Ministry of Construction of the People’s Republicof ChinaNo. 138Notification of national standard Code for Design of Building Water Supply And Drainage made by the Ministry of Construction of the People’s Republicof ChinaNow “Code for Design of Building Water Supply A nd Drainage” as the national standard, with the No. of GB 50015-2003, and will be implemented from September1,2003. Among which, No.3.2.1,3.2.3,3.2.4,3.2.5,3.2.6,3.2.9,3.2.10,3.2.14,3.5.8,3.9.1,3.9.3,3.9.4,3.9.9,3.9.12,3.9.14,3.9.22,3.9.24,3.9 .27,4.2.6,4.3.5,4.3.6,4.3.13,4.3.19,4.5.9,4.8.4,4.8.8,5.4.5,5.4.20 are mandatory clauses, and should be strictly implemented. At the same time The former Code for Design of Building Water Supply And Drainage GBJ 15-88 shall be abrogated on the same date.This code is published and issued by China Plan Press organized by Standard & Cost Research Institute of the Ministry of Construction.Ministry of Construction of the People’s Republic of ChinaApril. 15, 2003PrefaceThe pre sent code is a revision of the former national standard <Code for Design of Building Water Supply and Drainage> GBJ 15-88 managed by Shanghai Municipal Construction Commission, compiled by Shanghai Xian Dai Architectural Design (Group) Co., Ltd jointly with the China Architecture Design & Research Group and the Architectural Design and Research Institute of Guangdong Province, according to the official document NO.JB [1998] 94 of the Ministry of Construction of the People's Republic of China.In the process of the revision, summed the engineering experience in building water supply and drainage in recent years, developed topic deliberation to major issue, proposed the questionnaire opinion manuscript and worked out by Establishment Group in the foundation of wide suggestions from the units of designing, researching and universities all our country.The major revisions of technology are (1) residential area water supply and drainage design has been added; (2) dwelling and public buildings rated water consumption has been readjusted and added;(3) the measures to prevent pollution in pipe connect have been added;(4) applied technology of new types of pipe has been added;(5) probability formula of calculating second flow of domestic water supply has been adopted;(6) hydraulic calculation of varied types of pipe has been unified;(7) recycle water treatment of aquatic recreation pool has been added;(8) the design for cooling water and recycle water has been added;(9) details of hospital sewage, water supply and drainage for swimming pool expressed in association standards have been deleted, only provisions of principle, safety and sanitation reserved;(10) the provisions on water supply and drainage for production technology have been deleted;(11) the parameter of pressure flow of roof rainwater has been added;(12) applied range for design heat consumption of maximum hour with central hot water supply has been readjusted;(13) calculation of natural cycle hot water pipe system has been deleted;(14) technology essential and parameter of hot water machine set and water heater have been added and (15) relevant contents of fine drinking water pipe system have been added.The information and provisions revised will be published on the magazine “standardization of engineering construction”while the code needs to revise in part.The compulsory provisions in the code that indicated by boldface type must carry out strictly.Ministry of Construction of the People's Republic of China will be responsible for supervision of the present code and explanation about the compulsory provisions,Shanghai Municipal ConstructionCommission for its handled and Shanghai Xian Dai Architectural Design (Group) Co., Ltd. for its specific explanation. If users find, in the course of execution of the present code, any points which need to be modified or supplemented, they are requested to give their suggestions and concerned documents to Shanghai Xian Dai Architectural Design (Group) Co., Ltd. (Shanghai Shi Men second road 258th Modern architectural design edifice, national standard “code for design of building water supply and drainage”Manage Group, ZIP code:200041)for reference during the next revision of the present code.Chief editorial unit, participating units and main drafting staffs of this code.Chief editorial unit:Shanghai Xian Dai Architectural Design (Group) Co., Ltd.Participating units:China Architecture Design & Research GroupArchitectural Design and Research Institute of Guangdong ProvinceMain drafting staffs:Zhang Miao, Liu Zhenyin, He Guanqin, Feng Xudong, Sang LuqingContents1 General (1)2 Terms、Symbols (2)2.1 Terms (2)2.2 Symbols (7)3 Water supply (12)3.1 Rated water consumption and water pressure (12)3.2 Water quality and water quality pollution protection (19)3.3 System selection (20)3.4 Pipe material,fittings and water meter (21)3.6 Design flow and hydraulic calculation of pipe (27)3.7 Water tower, Water tank, Reservoir (32)3.8 Pressurizing equipment, pump house (34)3.9 Swimming pool and aquatic recreation pool (37)3.10 Cooling tower and circulation cooling water (40)3.11 Waterscape (42)4 Water Drainage (44)4.1 Selection of drainage system (44)4.2 Sanitary fixture and water lock (44)4.3 Pipe location and pipelining (45)4.4 Calculation of drainage pipe (49)4.5 Pipe material fittings and inspection well (53)4.6 Vent pipe (56)4.7 Sewage pump and catch pit (58)4.8 Local domestic sewage disposal (59)4.9 Rain Water (62)5 Hot water and drinking water supply (67)5.1 Rated consumption, temperature and quality of hot water (67)5.2 Selection of hot water supply system (70)5.3 Calculation of heat consumption, hot water quantity and heating equipment hot supply (72)5.4 Water heating and storage (75)5.5 Calculation of net work (81)5.6 Pipe, fitting and pipeline laying (83)5.7 Potable water supply (85)Appendix A Residential district underground pipeline (structure) minimum net clearance between lines (87)Appendix B Valves and screw fittings resistance loss converted length of compensation (88)Appendix C Water supply pipe section sanitary fixtures water supply equivalent simultaneously outflowα coefficient values table (89)probability calculated equation,cAppendix D Water supply pipe section designed second flow calculation table (90)Appendix E Drinking water number of taps simultaneously use in the calculated pipe section (104)Explanation of wording in this standard (105)1 General1.0.1 This code has been prepared for the purpose of ensuring the quality of building water supply and drainage design, set the design to meet the basic requirement of safety、hygiene、applicability、economy.1.0.2 This code is applicable to the residential area、civil building water supply and drainage design, and also applicable to the industrial building domestic water and drainage and factory roof rain-fall run-off design.But when design the following projects, current relevant specified code or regulation must be complied:1 Collapsible soil、perennially frozen soil and expansive soil region building.2 Building with anti-seismic intensity more than 9.3 Mineral water cure, civil air defense works.4Industrial production water supply and drainage.5Building reclaimed water.1.0.3 Building water supply and drainage design must meet the application demands and also provide convenience for construction installation、operation management、maintenance inspection and safety protection.1.0.4 Building water supply and drainage engineering design must comply with this code, in addition, must comply current relevant national standard codes requirement.2 Terms、Symbols2.1 Terms2.1.1Potable waterWater quality meets portable water hygienic standard apply to usual drinking and washing water. 2.1.2Non-potable waterWater mot safe for drinking or for personal or culinary use, apply to wash sanitary fixture、vehicle、road sprinkling、irrigate greenbelt、complement air condition circulating water.2.1.3Hourly variation coefficientRatio between maximum daily maximum hourly water consumption and average hourly water consumption.2.1.4Maximum hourly water consumptionWithin maximum daily water consumption day time, the maximum water consumption per hour.2.1.5Backflow pollutionA condition which may occur in the potable water distribution system.1 Due to negative pressure in the pipeline, causing a reversal of flow from water storage tank, plumbing fixture liquid mixture back flow water.2 Due to non-drinking water or other liquid mixture flow into water supply system.2.1.6Air gap1 The vertical space distance between the lowest point of water supply pipeline outlet and the receptor or fixture which water overflows.2 The vertical space distance between the lowest point of indirect drainage facility or storage out let and the receptor or fixture which water overflows.2.1.7Flood-level rimThe edge of the receptor or fixture which water overflows.2.1.8Service pipeThis pipe from the water main in the street or municipal pipeline of supply to the building served area.2.1.9Building unite pipeWater supply and drainage pipeline laying around the building directly connect with building inlet and outlet pipe.2.1.10Inlet pipePipe between water meter in building and out door building unite pipe.2.1.11V ertical division blockThe building water supply system is vertically divided into a certain number of blocks.2.1.12Parallel water supplyWater supply system in vertical division block with parallel distribution pattern.2.1.13Series water supplyWater supply system in vertical division block with series distribution pattern.2.1.14Exposed installationIndoor pipeline with exposed installation.2.1.15Concealed installation, embedded installationIndoor pipeline installed in wall channel/well or pipe duct, or conceded in by architectural decoration.2.1.16 ManifoldA fitting or pipe with many outlets or connections relatively close together. 2.1.17 compression connectionsPipe connection by compressed the spigot to the bell or a coupling.2.1.18 Coupling connectionsPipe connection by using special pipe clamp and clamp ring-connecting pattern.2.1.19Coefficient of expansionThe increase in unit pipeline length for one degree rise in temperature.2.1.20Plumbing fixtureInstalled receptacles, device or appliance which are supplied with water or which receive liquid or liquid-borne wastes and discharge such wastes into the drainage system to which they may be directly or indirectly connected.2.1.21Fixture unitA quantity in terms of which the load producing effects on the plumbing system of different kinds of plumbing fixture are expressed on some arbitraity chosen scale.2.1.22 Rate of flowThe quantity of water lows out in a unite time of a plumbing fixture.2.1.23Design flowThe average quantity of flow of water supply or water drainage in a certain period, it is the basic design flow of basic of building water supply and drainage pipeline system.2.1.24Head lossThe loss of pressure (or water head) in water supply and drainage pipe system.2.1.25 Pneumatic water supplyWater supply pattern, a composite set of pump and pressure vessel and accessories, water pumps into pressure vessel, the compress air of vessel automatically regulate the amount of eater supply and keep the pressure of water supply.2.1.26Point of distributionPoints of water consumption of water supply system.2.1.27 Circulating periodRatio between circulation capacity per unit of time period and the effective water volume in circulating system structure and the transmission pipeline.2.1.28 Back washWhen filter clogging occurs, flash back with comparative high-pressure water flow.2.1.29Unassured hour for average yearYearly average value of accumulated average year unassured total number of hours.2.1.30 Water quality stabilization treatmentWater treatment process, keep the concentration of calcium carbonate and carbon dioxide in an equilibrium state in the circulating cooling water (neither calcium carbonate deposit nor solution corrosion), and restrain bacteria production.2.1.31Cycle of concentrationRatio of salt concentration between circulating cooling water and the added water.2.1.32Self-primingThe top of centrifugal pump with horizontal axis, 1st stage inlet of centrifugal pump with vertical axis with multistage are set below the lowest design starting elevation, start up by gravity flow of water into the pump body.2.1.33Waterscape, fountainArtificial build up waterscape, foundation.2.1.34 Domestic soilBuilding sewage containing human waste.3.1.35Domestic waste waterBuilding drain from domestic wash water.3.1.36Domestic sewageThe water-borne wastes derived from ordinary living processes.3.1.37Building drain, outlet pipeThat part of the lowest piping of a discharge system which receives the discharge from soil, waste and other drainage pipes inside the walls of the building and conveys it to the outdoor manhole.3.1.38 V ertical pipe, riser, stackAny pipe or fitting which makes an angle of 45°or more with the horizontal.3.1.39Horizontal pipeAny pipe or fitting which makes an angle of less than 45°with the horizontal.2.1.40 CleanoutFitting for inside pipe cleaning installed on horizontal drain pipe.2.1.41Check hole, check pipeWith open cover, set on pipeline system for inspection and cleaning.2.1.42TrapA fitting or device which provides a liquid seal to prevent the emission of sewer gasses without materially affection the flow of sewage or waste water through it.2.1.43Water seal (trop seal)The maximum vertical depth of liquid that a trap will retain, measured between the crown weir and the top of the dip of the trap.2.1.44 H pipeH type fitting for connection vertical drain pipe and vent pipe.2.1.45V ent pipePart of the vent system for drainage system air circulation, stable pressure, prevent the failure of water seal.2.1.46V ent stackVertical vent pipe installed to provide circulation of air to and from the drainage system and which extends through one or more stories.2.1.47Specific vent stackVertical vent stack only connect with vertical drain pipe, for the air circulation of vertical drain pipe.2.1.48V ent headersVent pipe section connect with several vent stacks or vertical drain top vent section and stretch out door into open air.2.1.49Main ventThe principal artery of the venting system to which vent branches may be connected.2.1.50Continuous vent stackVent stack only connect with loop vent, for air circulation of drain horizontal branch.2.1.51Loop ventA circuit vent pipe section which loops back to connect with a stack vent instead of a vent stack.2.1.52Fixture ventPipe section from the outlet of the trap of plumbing fixture to the vent stack..2.1.53Y oke vent, yoke vent pipePipe section connecting the drain vertical pipe to the vent stack.2.1.54Air gap drainage systemThe outlet of waste pipe of fixture and the flood rim of the receptor which is discharging.2.1.55 Buried depthVertical distance between buried pipe top to the ground surface.2.1.56Angle of turning flowAngle between original fl ow direction and turning flow direction.2.1.57Depth ratioDegree of fullness of water flow in the conduit, ratio between water depth in pipe and pipe diameter.2.1.58 Grease interceptorSmall treatment structure for intercept, collect grease from domestic waste water.2.1.59Cooling tankTreatment structure to decrease temperature of drain water.2.1.60Septic tankA receptacle which receives the discharge of a drainage system for ratain solid, digest organic matter through a period of detention and allow the liquid to discharge into the outside soil pipe.2.1.61Reclaimed waterEffluent from a waste water treatment plant that has undergone external treatment to remove harmful pathogens, organic material and heavy metals.2.1.62Hospital sewagePolluted drainage water from hospital.2.1.63Primary treatmentMechanical treatment, waste water primary treated by mechanical measures.2.1.64Secondary treatmentComposite of mechanical treatment and biochemical or chemical treatment for waste water treatment process.2.1.65Air changeRatio between volume of room space and volume of draw in or blow-off the ventilation system within a unit of time.2.1.66Rainfall intensityRainfall in a unit of time, usually expressed as mm/min(or L/s·h).2.1.67Recurrence intervalThrough static analysis of long time observed rainfall record, equal or greater than some storm intensity rainfall occur once average interval time, the expressed unit is usually in year.2.1.68 Duration of rainfallAny continuous time section of rainfall duration, the expressed unit is usually in min.2.1.69 Inlet timeTime of rain water from correspond catchment area farthest spot surface flow into drain pipe inlet, the expressed unit is usually in min., abbreviated inlet time.2.1.70Time of flowTime of rainwater flow in the pipe, the expressed unit is usually in min, abbreviated time of flow. 2.1.71Catchment areaDrain conduit for rainfall catchment area, expressed unit usually in m2 of km2.2.1.72Gravity flow storm drainage systemHydraulic design of storm drainage pipeline is based on gravity flow system.2.1.73Pressure storm systemHydraulic design of storm drainage pipeline is based on pressure flow system.2.1.74Gully trapGround surface rain water inlet well with gully gratings and frames.2.1.75Down pipe, down spoutDown pipe installed on inside or outside building wall applied to drain roof rainwater.2.1.76Hanged pipeHorizontal pipe hang on building floor, beam or roof truss.2.1.77Rain strainerA receptor facility receives roof surface rain water flow into down pipe.2.1.78Runoff coefficientRatio between volume of certain catchment rain water and volume of rainfall water.2.1.79Centralized got water heat-supply systemHot water supply system for one set or many set building.2.1.80Regional hot-water supply systemA small hot water supply system used only to supply single or several point of distribution.2.1.81Open-type hot-water supply systemHot water pipe system is open to the air in the hot water supply system.2.1.82Closed-type hot-water supplyHot water pipe system is closed to the air in the hot water supply system.2.1.83One pipeline hot water systemHot water system with one pipe supply, one temperature, no water temperature regulation of the rater use spot.2.1.84Heat sourceEnergy for heating hot water.2.1.85Heating mediumHeat transmission carrier for heat-supply system. Usually is hot water, steam, smoke.2.1.86Waste heatDischarge from industrial production with heated waste such as waste steam, high temperature waste water, high temperature smoke.2.1.87Design maximum heat consumption of one hourMaximum heat consumption per hour in the hot water supply system installation.2.1.88Reversed return hot water systemThe length of supply and return pipeline is nearly equal in a hot water supply system.2.1.89Heat medium circulation systemThe heat medium circulating system between steam boiler and water heater or hot water boiler and hot water storage tank in the central hot water supply system.2.1.90Upper pipe water supply systemWater supply horizontal pipe is installed at the upper part of distribution pipe system, water flows downward through vertical pipe.2.1.91Lower pipe water supply systemWater supply horizontal pipe is installed at the lower part of distribution pipe system, water flows upward through vertical pipe.2.1.92Water return pipePart of a hot water circulation system in which the restoration to the point of heating source is accomplished.2.1.93Fine drinking waterRaw water confirms to drink standard quality through thorough purification can drink directly.2.2 Symbols2.2.1Flow rate, flow velocityq-Water supply flowgq-Flow rate of water supply or drain of plumbing fixtureoq-Drain flowpq-Rated hot water supplyrq-Designed hourly hot water supplyrhq-Hourly rated hot water supply of plumbing fixturehq-Circulation flowxq-Maximum flowmaxq-Replenishing waterbcq-Designed rain water flowyq-Designed rain fall intensityjq-Loss of water due to windage in cooling towerfq-Loss of water due leakage in cooling towersq-Loss of water due evaporation in cooling towerzq-Pump out flowbv-A verage water flow velocity in the pipe2.2.2Water pressure, loss of water headR-Hydraulic radiusI-Hydraulic gradientP-Pressurei-Loss of head of unit length pipelineh-Loss of head of circulation flow pass through distribution pipe net work ph-Loss of head of circulation flow pass through return pipe/net workxH-Natural pressure of the first circulation pipexrH-Pump headb2.2.3 Geometrical characteristicsF-Heating areajrF-Catchment areawh、H-HeightV-Total volume of air pressure water tankqV-Rater volume of air pressure water tank1qV-Regulated volume of air pressure water tankq2V-V olume of heat storagerV-Effective volume of expansion water tankpV-V olume of expansion water tankeV-Water volume of hot water pipeline systemsd-Calculated pipe interior diameterj2.2.4Calculation coefficientk、α-Coefficient determination based on the use of buildingb-Percentage of plumbing fixture for water supply and drainage simultaneously and percentage of plumbing fixture work simultaneouslyN-Concentration multiplenn-Coefficient of pipe roughnessK-Coefficient of heat conductionK-Hourly variable coefficienthU-Probability of simultaneous out flow of water supply of plumbing fixtureU-Probability of average out flow of water supply of plumbing fixture during maximum water ousageα-Factor of safetyaα-Working pressure ratio of air pressure water tankbc α-Coefficient correspond to o Uβ-V olume coefficient of air pressure water tankΨ-Run off coefficientM -Discounted coefficientη-Effective heat storage volume coefficientε-Coefficient of heat transmission effectiveness due to scale deposit and uneven distribution of heat mediar C -Heat loss coefficient of hot water supply systemh C -Hayen Williams roughness coefficient2.2.5 Heat, temperature, specific gravity and timeg Q -Designed hour heat supplyh Q -Designed hour heat consumptionz Q -Heat demand for heating hot waters Q -Hot loss of distribution pipelinet -Rain fall duration1t -Time of ground surface water catchment2t -Time of storm water flow in pipeT -Time of durationr t -Temperature of hot raterl t -Temperature of cold waterc t -Initial temperature of heated waterz t -Final temperature of heated waterj t ∆-Calculated temperature differencemc t -Initial temperature of heat mediamz t -Final temperature of heat media。

给排水工程外文翻译

给排水工程外文翻译

给排水工程外文翻译 Final approval draft on November 22, 2020Short and Long Term Advantage roof drainage design performanceDecade has witnessed great changes in the design of the roof drainage system recently, particularly, siphon rainwater drainage system has been gradually improved, and there is likely to be the key application. At the same time these changes, urban drainage system design has undergone tremendous changes, because the scope of a wider urban drainage system design for sustainable development, as well as people for climate change flooding more attention. The main contents of this article is how to design roof drainage systems and make a good performance. Special attention is how to get rid of bad habits already formed the design, but also need to consider innovative roof drainage system, such as green roofs and rainwater harvesting systems.Practical application: In the past few years, the design of the roof rainwater drainage system has undergone tremendous changes. On large buildings, siphon rainwater drainage technology has been very common, as well as green roofs because it is conducive to green development, being more and more applications. Taking into account the ongoing research, this article focuses on how to effectively design a variety of roof rainwater drainage system, and make it achieve the desired design effect.1. IntroductionIn the past decade, the city and the water drainage system design has been widely accepted thinking about sustainable urban drainage system, or the optimal management direction. The main principles of the design of these systems is both a local level in line with the quality of development, but also to create some economic benefits for the investors. This principle has led to the development of new changes in the sump. Although the application of such a device is gradually reduced, but the urban environment relatively high demand areas still require 100% waterproof and rapid drainage, such as the roof. Typically roof drainage system in the design, construction and maintenance has not been given due attention. Although the drainage system investment costs account for only a small portion of the total construction investment, but not able to judge the loss caused by poor design.There are two different forms of roof drainage system design methods, namely the traditional and siphon method. Traditional systems rely on atmospheric pressure work, the drive ram affectedsink flow depth. Therefore, the conventional roof drainage systems require a relatively large diameter vertical drop tube, prior to discharge, all devices must be connected to the groundwatercollection pipe network. In contrast, siphonic roof drainage pipe systems are generally designed to full flow (turbulent flow meansthat require less exhaust pipe), which will form a negative pressure, the larger the higher flow rate and pressure head. Typically siphon system requires less down pipe work under negative pressure to the water distribution network can mean higher altitude work, thereby reducing the amount of underground pipe network.Both systems consists of three parts: the roof, rainwater collection pipes, pipe network.All of these elements are able to change the water pressure distribution system. This section focuses on the role and performance of each part. Due to the principle of siphon system has not been well understood, resulting argument is relatively small, this article will highlight siphon system.2. RoofThe roof is usually designed by the architect, designer and not by the drainage design. There are three main roof.2.1 Flat roofFlat roofs are used in industrial buildings less rainfall regions and countries. This roof is not completely flat, but lower than the minimum roof slope may require. For example, the United Kingdom require maximum slope of 10 °. Setting minimum slope in order to avoid any unnecessary water.Despite the flat roof if it is not properly maintained will have more problems, but it will reduce the dead zone within the building, and the ratio of sloping roofs in favor of indoor air.2.2 sloping roofsMost residential and commercial buildings are pitched roof, inclined roof is the biggest advantage can quickly drain, thereby reducing leakage. In temperate regions, we need to consider carrying roof snow load. Once it rains, rainfall through the sloping roofs can be determined by calculation. When rainfall data can be used, you can use the kinematic theory to solve such problems.2.3 green roof (flat or inclined)It can prove roof is the oldest green roofs, including rainfall can reduce or disperse roof planted with plants. It can be planted with trees and shrubs roof garden, it can also be a vegetated roof light carpet. Wherein the latter technique has been widely used. Some of these applications tend to focus on aesthetic requirements and are often used in green development. Since the aesthetic requirements and pressure requirements, as well as green roofs thermal insulation function, reduce the heat island effect, silencer effect, extend the life of the roof.Green roofs in Germany, the most widely used, followed in North America, but to consider the impact on the aesthetics. Germany is by far the most experienced countries in the 19th century have practical application, then as an alternative to reduce the risk of fire tarroof an option in urban areas. Germany is currently the main research question on the cultivation of other issues to consider smaller cities. A study from 1987 to 1989, was found packed with 70 mm thick green roof can be reduced by 60% -80% of heat loss. In a Canadianwork computer model based on the roof indicates that as long as the sump, the area can reach 70% of the roof area can be reduced by 60 percent in one year, the same model was also used for artificial rainfall, which the results indicate that rainfall in the catchment season helps to drain away rainwater.However, none of these studies show that green roofs can play a useful role in the rainfall season, or how high collection efficiency of water supply. The United States did some tests, as long as the green roofs regular watering, can reduce 65 percent of the runoff ina rainfall. America's most authoritative green roof guidelines by the New Jersey state environmental agencies promulgated. The mainprinciple is to solve the structural problems of light, and how can the normal drainage after two years.Rainfall period is based on the probability of failure is determined. The system is typically based on rainfall during rainstorms two minutes, two minutes, have a choice. Although this model will get more traffic, but there is no other better alternative. Studies have shown that the traditional model is applied to study green roofs are premature.Loss factor than traditional roof records should be small, about 98.7%.Peak flow will be reduced, although not penetrate, the surface roughness but also have a significant impact.Concentrated rainfall than two minutes for a long time,especially for large roof areas, such as public buildings, commercial buildings, industrial buildings.Urban drainage design should also consider other factors, for a complex system, a green roof in a rain is not enough. Water flow duration curve shows a longer than traditional systems. And two independent and will affect between is possible, which requires a more precise time period.3. Rainwater CollectorBasic requirements rainwater collector is designed to be able to accommodate rainfall rainstorms. Although it is possible to make a slightly inclined roof drainage purposes, but the nature of the construction industry and building settlement will become flat roofTypically, the tank is placed in a horizontal, sectional view of the water is outwardly inclined, which the role of hydrostatic.3.1 drain outletAnalyzing rainwater collector has sufficient volume is the key to the sump outlet external setting conditions. Also affect the flow rate into the storm water drainage system piping, but also affect the depth of the water catchment. Although the depth of the sump will not bring any particular problems, but too deep can cause excessive sump.Numerous studies in the 1980s showed that the flow of conventional roof drainage system outlet can be divided into two cases. It depends on the size of the depth and size of the outlet. When the water depth is less than half the diameter of the outlet, the flow of the first type, and the outlet of the flow can be calculated by an appropriate equation; water depth increases, exports are slowly clogging the flow will become another form forms, at the same time, the flow of exports can be obtained through other equations. While conventional roof drainage systems are designed to be free-draining, but may cause limitations encountered in the design of the flow is not free. In this case, it will require additional depth.Siphon roof drainage systems, the outlet is designed to be submerged stream. In this case, the depth of the outlet of the decision is more complicated, because the design of the sump depends on the flow. Recent studies have shown that conventional roof drainage systems use a variety of non-standard catchment, their depth and height, bigger than the diameter of the outlet. This will eventually result in a siphon effect. For a given catchment, the flow depends on the starting end of the drop tube diameter. A similar phenomenon has also been used to study the standard catchment, in these circumstances, only limited siphon action occurs within relatively close distance from the exit.3.2 tank flow classificationIn the complex flow sump outlet flow classification, can be seen from Table 2a, the flow will be uniform layering, regardless of whether the same inlet flow. Table 2b and 2c show, exportdistribution will greatly influence the flow.When the outlet is not a free jet, sump outlet complex flow classification is difficult to describe. Because each catchment tank pressures are likely to be merged. For example, the siphon tube system design point is at near full jet outlet flow classification depends on the energy loss of each branch.3.3 hydrostatic sectionalSump shape of the water surface in the canal can be classified according to the flow equation. In most cases, a low flow rate meansthat there is less friction loss, if exports are free jet, thefriction loss is negligible cross-section through the hydrostatic equation 1 to determine the horizontal distance.Where Q-- flow (m3 / s)T- surface width (m)g- acceleration of gravity (m / s2)F- flow area (m2)Equation 1 can not be ignored when the friction required to correct (or very long pipe velocity is large), or not a free jet.3.4 The current design methodsThe previous discussion has highlighted the main factors that should be considered with sink design. However, without the help of a certain number of models, computing hydrostatic sectional roof drainage system, the volume of the sump is possible. This large commercial and manufacturing industry, is a development opportunity, you can merge several kilometers of water routes. Thus, the conventional drainage system sump design methods are mainly based on experience, and assume that exports are free jet.Sump location in the building, it may cause the example to fail. Different interface sumpExcept in the case cited above, but also allows designers to use empirical data.3.5 Digital ModelLarge number of digital models can be used to accurately describe the flow of any form of catchment tank, regardless of whether the roof flows stable. An example of this model is a combination of roof space model. This model enables users to classify different aspects of the data indicated, includes: details of the rains, the roof surface drainage and other details. Kinematics have also been used to study rainwater tank to flow from the research collection. A typical method is based on open system to solve a basic problem of spatial mobility. This model automatically resolve the sump outlet flow situation, but also to deal with the case of free jet can also be simulated space limited mobility and submerged discharge. Output values include depth and flow rate.Currently, the model is essentially just a variety of research tools, but also through practical engineering test. However, we should face up to the various role models.4 pipe systems groupComposition in the form and scope of the tube group determinesthe roof drainage system relies mainly on the traditional system or siphon action.4.1 Traditional stormwater systemsConventional roof drainage systems, the ground plane is generally vertical pipe-line network, connected to the sump outlet and underground drainage systems, critical systems as well as compensating tube. It should be emphasized that the angle between the ground and the compensating tube is less than 10 °. Capacity of the entire system relies mainly on the outlet tube instead of down.Flow vertical tube is usually free-flowing, full of only 33%, the efficiency depends on the excess length of the tube. If the drop tube long enough (typically greater than 5m), there may be an annular flow. Similarly, under normal circumstances flow compensation pipe is free-flowing, full of up to 70%. Such designed process both for the design, various equations can also be used.4.2 Siphon roof drainage systemIn contrast with the traditional drainage systems, Siphon roof drainage system relies on air flow outside the system, and the tubeis full pipe flow stream.The designs are usually made on the assumption that the design of heavy rain, the system can quickly siphon discharge rainwater. This assumption allows the application of hydrostatic siphon system theory. Often used steady flow energy equation. While this approach ignores the small amount of energy loss at the entrance, but after the experiment showed that there are still conducive to practical use.However, steady-state design methods in the siphon system is exposed to rain when the system does not meet the standard requirements or changes in rainfall intensity is large is not applied. In the first case, there will be some mixing of air quality, annular flow occurs. These problems are not integrated in the system when more serious. Because usually designed rains are common, it is clear now design methodology over time may not apply to siphon system. This is a major disadvantage, because the design of the main problem isthe noise and vibration problems.Despite the disadvantages of the prior design approach, but a lot of the world's very few engineering failure reports. When a failure occurs, most likely for the following reasons:An incorrect understanding of the operation pointsSubstandard materials listInstallation defectsMaintenance mismanagementTo overcome these disadvantages, we have recently launched aseries of research projects, to discuss the siphon system, and the development of digital models. From this work we learn a lot.In contrast with conventional design methods of some assumptions, siphon system mainly has the following aspects:1) non-flow system of full flow2) levels of certain pipe-flowing full pipe flow3) full pipe flow downstream propagation through a vertical pipe, riser, etc.4) the inner tube flow occurs over the vertical section, the system to reduce the pressure5) downward tube is full pipe flow, there will be air lock6) appears completely siphon action until well into the air system is lower than a certain levelTable 4a column data indicate that below the design point, the system will siphon unstable flow, depth of the water collecting tank is insufficient to maintain the siphon action. Table 4b show that the unsteady flow in siphon system when it will appear.Table 5 lists the data output of a digital model. It can be seen that the model can accurately describe the siphon action, siphon and steady state, the data also show that the model can accurately describe the complex siphon action.5 ConclusionThis article has illustrated the critical roof drainage systems, but these are often overlooked in the urban drainage system design. This article also shows that the design process is a complex process, rely mainly on the performance of exports. The following conclusions are based on the design summed up:1) Run depend on three interacting parts: the roof, sump, water pipes2) Green roofs can reduce traffic and beautify the city3) the export performance of the system is essential4) siphon drainage system have a greater advantage in large-scale projects, but must be considered high maintenance costs5) Design siphon drainage system should consider additional capacity and operational issuesAlthough the green roof is a more attractive option, but the traditional roof of a building in the country will continue to dominate. Green roofs will be gradually developed, and gradually been widely accepted. Similarly, the roof drainage system shown effective that it will continue to play a huge role in the commercial building drainage systems.Roof drainage system of the greatest threats from climate change, existing systems tend to be not simply aging; rainfall patterns of change will result in inefficient operation, self-cleaning rate will be reduced. Changes in wind speed and the roof will also accelerate the aging of the roof, it is necessary to carry out maintenance. Taking into account the climate change, the increase in materials, roof collected rainwater will be more extensive. Currently, the amount of rain around the globe per person per day 7-300 liters in the UK, with an average consumption of 145L / h / d, of which onlyabout one liter is used by people, about 30 per cent of the toilet, study shows If water shortage, rainwater collected on the roof of developed and developing countries are recommended approach.屋顶排水设计性能的近期与远期优势最近十年见证了屋顶排水系统设计方面的巨大变化,特别的是,虹吸雨水排水系统已经得到逐步改善,并且有可能得到重点应用。

建筑给水排水基本术语中英对照翻译

建筑给水排水基本术语中英对照翻译

建筑给水排水基本术语中英对照翻译建筑给水排水基本术语中英对照翻译中德工程建筑设施智能技术093132 张伟)1、给水工程water supply engineering 原水取集和处理以及成品水输配工程。

2、排水工程sewerage ,wastewater engineering 收集、输送、处理和处置废水工程。

3、给水系统water supply system 给水取水、输水、水质处理和配水等设施以一定方式组合成总体。

4、排水系统sewerage system 排水收集、输送、水质处理和排放等设施以一定方式组合成总体。

5、给水水源water source 给水工程所取用原水水体。

6、原水raw water 由水源地取来原料水。

7、地表水surface water 存在于地壳表面,暴露于大气水。

8、地下水ground water 存在于地壳岩石裂缝或土壤空隙中水。

9、苦咸水(碱性水) brackish water ,alkaline water 碱度大于硬度水,并含大量中性盐,PH 值大于7。

10、淡水fresh water 含盐量小于500mg/L 水。

11、冷却水cooling water 用以降低被冷却对象温度水。

12、废水wastewater 居民活动过程中排出水及径流雨水总称。

它包括生活污水、工业废水和初雨径流以及流入排水管渠其它水。

13、污水sewage ,wastewater 受一定污染来自生活和生产排出水。

14、用水量water consumption 用水对象实际使用水量。

15、污水量wastewater flow ,sewage flow 排水对象排入污水系统水量。

16、用水定额water flow norm 对不同排水对象,在一定时期内制订相对合理单位排水量数值。

17、排水定额wastewater flow norm 对不同排水对象,在一定时期内制订相对合理单位排水量数值。

毕业设计---某18层商住楼建筑给排水(含外文翻译)

毕业设计---某18层商住楼建筑给排水(含外文翻译)

前言如今,我国国民经济实力的不断增强,建筑业的迅速发展,建筑物的总体建设水平不断提高。

建筑内部的给水排水工程是建筑设备中的重要组成部分,其技术水平及先进性直接影响建筑物的使用功能,与人们生活,环境,安全息息相关,涉及到千家万户,与社会的环境保护,水资源的合理利用,可持续性发展紧密相连。

建筑给水排水工程发展迅速,在理论和实践上都将不断地完善和发展,对建筑给水排水专业的人员,在数量和质量上都提出了更高的要求,应具有更先进的设计理念和更高的设计水平,不断引进先进技术,要切实把理论和实践相结合。

为了巩固和掌握建筑给水排水工程的理论知识和实践能力,本次毕业设计的是深圳市某高层建筑给水排水系统。

其中包括建筑给水系统,建筑排水系统,建筑消防系统的设计。

只有用科学的方法和实践的结合,才能保证给水排水的系统的安全可靠运行,保证用户的用水需求,又可以最大限度的降低建设投资和运行成本。

在平时的学习中已经积累了一定的理论基础知识,再加上这次的建筑给水排水工程的设计实践,又加深了对理论基础知识的理解和系统化,更锻炼了动手能力,也为以后的设计奠定了坚实的基础。

只有把理论和实践相结合才能发现问题,解决问题,加深记忆。

在这次设计中参考了大量书目,其中主要参考书目附于其后。

由于高层建筑给水排水系统涉及内容和知识领域广泛,加之本人缺乏实际的工程经验,在设计中难免出现一些不太合理之处,恳请各位老师提出宝贵意见。

李小龙2012.6摘要在综合对比分析的基础上,设计了深圳某高层商住楼建筑给水系统、建筑排水系统、建筑消防系统(消火栓给水系统及自动喷水灭火系统)、建筑屋面雨水排水系统设计。

给水系统采用分区供水,低区一到六层,由市政管网直接供水;中区七到十二层,高区十三到十八层,均采用无负压变频供水。

排水系统采用污、废水合流制,底层单独排放,排水立管设伸顶通气管,污水直接排向市政污水管网。

消防系统分消火栓给水系统和自动喷水灭火系统,其中消火栓系统采用水泵供水。

中英文对照的建筑给排水设计说明

中英文对照的建筑给排水设计说明

中英文对照的建筑给排水设计说明MECHANICAL PRELIMINARY DESIGN REPORTSTADIUM1.给排水设计饮用水和污水1.Sanitary DesignWater and sewage water.设计基础- 甲方提供的设计任务书和市政管网综合图- 建筑专业提供的条件图- 国家现行的设计规范及有关规定设计简章.Design basesDesign Brief and Municipal integrated network drawing offered by the client. Condition drawings from architectural discipline.Current national design codes and related stipulations2. 给水系统通过一根DN200的进水管将水引入.水表安装在进水管上,离红线1米处.供水管在红线内连成环路管网,并接到供应楼的消防水池和给排水水池.由环路管网向必需的室外消火栓和绿化带的喷淋器供水.2. Water supply systemFor water supply of this project, DN200 water intake pipes are led in. Water meters are installed on the intake pipes 1.0 m away from the red line. The water supply pipes are connected into loop networks in the red line and then led to the fire pool and sanitary water pool in the supply buildings respectively. Necessary number of outdoor hydrants and sprinklers for green area will be provided on the loop networks. 设计范围包括红线内的饮用水,污水,雨水,建筑消防.Design scopeDesign scope of this project includes water, sewage water, rainwater, fire-protection in the building, and water and sewage water within the red line. 给排水水池与消防水池分开,容量为100m3 .体操馆供水管埋地敷设.Sanitary water pool is separated from fire water pool, volume of sanitary water pool is 100m3. Water supply pipes for the stadium will be laid in the earth.3.用水量标准- 体育馆: 15升/顾客·日 K=2.0- 宾馆: 150升/人·日 K=2.0- 餐厅: 50升/顾客·日 K=2.0- 工作人员: 25升/人·日 K=2.0- 地面冲洗用水: 3升/m2日- 冷却塔补水量:按用水量的2%计- 未预见水量: 按日用水量20%计- 消防用水:消火栓:室内40升/秒,室外30升/秒,火灾延续时间为3小时;自动喷洒按22升/秒,火灾延续时间为1小时卷帘水幕用水0.5升/秒·米,火灾延续时间为3小时;Water consumption standard- Stadium: 15L/visitor·day K=2.0- Hotel: 150L/visitor·day K=2.0- Restaurant: 50L/customer·day K=2.0- Staff 25L/perso n·day K=2.0- Floor cleaning: 3L/m2·dayMake-up water for cooling tower: 2% of theactual cold water consumption.Unforeseen water consumption: 20% of the dailywater consumption.Water for fire protectionHydrant: 40L/s indoor, 30L/s outdoor, fireduration time is 3h;Sprinkler: 22L/s, fire duration time is 1h;Drencher for rolling shutter: 0.5L/s·m, fire duration time is 3h;在适当的位置设置饮用水机,在主进口为残障人设置两个饮用水机.为此饮用水系统安装循环泵.机房设在地下室的水除了机房.当饮用水机不被使用时,应排空,以免水质腐败.在客房和餐厅内设置电热水器,同时亦为热水供应设置循环泵.在更衣间旁设置电热水器,为淋浴和洗盥供应热水.为楼板清洁安装一定数量的水龙头.Some suitable places are supplied with portable water drinking units, two drinking units for disable people are provided at main entrances, for this portable water system, circulating pumps are adopted, the equipment room is located in water treatment center in the basement. When there is no use, portable water will be drained completely to avoid deterioration.Electric water heaters are installed in guest rooms and restaurant, also hot watercirculating pumps will be provided for supplying hot water.Electric water heaters are installed near the changing and clothing rooms for supplying hot water for shower and washing.Certain number of water taps are installed for floor-cleaning.4.用水量最大日用水量:2.200m3/日最大时用水量:220m3/时Water consumption demandMaximum daily water consumption: 2.200m3/dayMaximum hourly water consumption: 220m3/hour却循环系统冷却水循环系统采用机械循环系统.总冷却水用量为460m3/h.在供应楼顶设置三台超低噪音冷却塔(230 m3/h, 2x 115 m3/h).进水温度37Co,出水温度32Co .补充水量9,6 m3/h.补充水由市政供水网直接提供.Cooling water circulation systemThere are cooling water circulation system in this project, cooling water for the refrigerators adopts mechanical circulation system. Total water consumption of cooling towers is 460m3/h. On roof of the supply building there are 3 ultra-low noise cooling towers (230 m3/h, 2x 115 m3/h), inlet temperature of 37Co, outlet temperature of 32Co, with make-up water of 9,6 m3/h. Make-up water of the cooling towers will be supplied directly by the municipal network.在消防泵房内有消火栓泵(一个运行,一个备用),喷淋泵(一个运行,一个备用),卷帘雨淋泵(一个运行,一个备用).用于地下车库的泡沫喷淋设备,如报警阀,泡沫压缩罐,化学药剂泵安装在消防设备中心.30.0m3 消防水箱和消防稳压装置分别安装在车库的四面墙.In the fire water pump room, there are hydrant pumps (one operation, one standby), sprinkler pumps (one operation, one standby) and rolling shutter drencher pumps (one operation, one standby).Fire equipment, which are used for the foam sprinkler system in underground garage, such as fire alarm valves, foam concentrated tank and chemical dosing pump, etc. are provided in fire equipment centers. Four 30.0m3 fire water tanks and fire protection stabilized pressure devices are respectively located at four sides next to the garages.消防用水消火栓:室内按40升/秒,室外按30升/秒,火灾延续时间按3个小时计自动喷洒按22升/秒,火灾延续时间按1小时计卷帘水幕用水量 0.5升/秒·米,火灾延续时间按3个小时计消火栓:室内,室外用水量皆为756m3;自动喷洒用水量为79.2 m3;卷帘水幕用水量为 270m3;一次火灾用水量为1.861,2;Water for fire protectionWater consumption standard for fire protectionHydrant: 40L/s indoor, 30L/s outdoor, fire duration is 3hSprinkler: 22L/s, fire duration is 1hDrencher for rolling shutter: 0.5L/s·m, fire duration is 3hWater consumption for fire protectionHydrant: indoor and outdoor water consumptions are 756m3 respectively Sprinkler: 79.2 m3Drencher for rolling shutter: 270m3Water consumption for one fire: 1.105,2 m3消火栓的布置在整个建筑物内沿墙,沿柱,沿走廊,风塔上及楼梯附近设有必要数量的室内消火栓,消火栓间距小于30米.消火栓管网水平,竖向皆成环状布置,消火栓箱内配有DN65消火栓一支,25米衬胶水龙带一条,φ19毫米喷咀水枪一支,并配消防卷盘(DN25消火栓一支,30米胶管,φ9毫米喷咀水枪一支)且设有可直接启动消火栓泵的按钮;在室内消火栓箱下设有磷酸铵盐手提式灭火器箱.室内消火栓系统在室外设有三组水泵接合器.Hydrant arrangementNecessary number of hydrants are installed indoors along the wall, columns, corridors, and staircases, at intervals of less than 30m. Hydrant networks are connected as a loop both horizontally and vertically. Inside each hydrant box, a DN65 hydrant, a 25m long rubber lined hose, a water nozzle of φ19mm, hose reel (a DN25 hydrant, a 30m long rubber lined hose and a water nozzle ofφ9mm), and a direct starting button for the hydrant pump are provided.Under each indoor hydrant box, a portable ammonium phosphate powder extinguisher box is installed. There are three sets of pump adopters being installed outdoors for the indoor hydrant system.消防系统防水泵房及消防水池供水管DN200在红线内连成环路管网,管网上安装一定数量的消火栓.两根DN200供水管分别引入供应楼内两个消防泵房内的消防水池.消防水池总容量不应小于4000m3, 每个为2.000m3.Fire protection systemWater pump room and water pool for fire protectionThe lead-in pipes (DN200) are connected as a loop inside the red line, on the loop, certain number of hydrants are installed.Two water supply pipes (DN200) are led into the fire water pools at each fire water pump room in supplybuilding. In consideration of the importance of the project, the volume of the fire water pools should be not less than 4000m3, each is 2.000m3.自动喷淋系统自动喷淋系统安装在全建筑范围,除了室外和高于10 米的房间.喷淋泵安装在地下的消防泵房内.报警阀设置在地下的消防泵房内和中间的消防设备中心内,水流显示器设在每个防火分区内.Sprinkler systemSprinkler systems will be provided inside the whole building except outside areas and roomshigher than 10m, with sprinkler pumps installed in the underground fire water pump rooms. Alarming valves installed in underground fire water pump rooms and four fire equipment centers in the middle, water flow indicators are installed by fire compartments.除了安装一个封闭喷淋系统,将为地下车库设置一个泡沫喷淋系统.餐厅内安装93oC启动的自动喷淋头,但在其它房间,仅安装93oC启动的普通和快速反应自动喷淋头.三组泵接合器安装在室外.Besides an enclosed sprinkler system, a foam sprinkler system composed of a proportioning mixer and a foam concentrated tank is provided for the underground garage. Sprinkler actuated at 93oC are provided in the restaurants, but in other rooms, only ordinary sprinklers and fast response sprinklers actuated at 68oC are provided.Three sets of pump adaptors for this system will be installed outdoors.排水系统为排水系统设置污水主立管和特别垂直排气管.排气管与污水管在每层连接,污水排出体操馆.餐厅的污水首先在油脂分离池中处理,然后排入室外排水网.给排水污水将被在化粪池收集和处理,然后排入市政排水管网.化粪池在输送区旁.最大天排水量为870m3/天.9. Drainage systemMain vertical sewage pipes and special vertical vent pipes are provided for the drainage system. The vent pipes are connected with sewage pipe at each floor; sewage water is drained out of stadium. Sewage water in the restaurants and garage are treated in the grease and oil separation tank, and then discharged into the outdoor drainage networks. Sanitary sewage water is collected and treated in the septic tank,then drained into the municipal drainage. The septic tanks are located besides the deliverycircle. Maximum daily drainage amount is 870m3/day.卷帘水幕系统地下车库设置有卷帘水幕系统.水幕泵安装在消防水泵房内,采用开式雨淋头,电动或手动控制.十组泵接合器安装在室外Drencher system for rolling shuttersRolling shutter protected by drenchers are provided for the underground garage, the drencher pumps are installed in the fire water pump rooms, open drencher heads are selected, and are controlled both by electrically and manually. Ten pump adapters will be installed outdoors for this system.地下室内污水设有污水坑,废水设有废水坑,生活污水,废水经潜污泵提升排至室外排水管网,潜污泵的启停皆由磁性浮球控制器的控制.地下汽车库废水设有废水坑,废水经潜污泵提升排至室外,经隔油池处理后排入室外雨水管网.There are cesspits for sewage water and wastewater pits for wastewater in the basement, the sewage and wastewater is sucked up and drained to the outdoor drainage networks by submerged sewage pumps.Operation of the pumps is controlled by the magnetic floating ball controllers. Wastewater pits are provided for the underground garage, wastewater is sucked up and drained to outdoor oil separation tank by submerged sewage pumps, after treated, wastewater is drained to the outdoors rainwater networks.在柴油发电机房,变配电房和通讯设备机房设低压二氧化碳气体灭火系统.Low pressure CO2 extinguisher systems are provided in diesel generator rooms, transformer substations and telecommunication equipment rooms.在本建筑内按"建筑灭火器配置设计规范"在每个消火栓箱下设手提式灭火器箱,箱内设有必要数量的磷酸铵盐手提式灭火器.According to the Code for Design of Extinguisher Disposition in Buildings, portable fire extinguisher box, in which there are necessary number of portable ammonium phosphate powder extinguishers, will be installed under every hydrant box.在每个消防电梯井底旁设有消防排水坑,废水经潜污泵提升排至室外.Fire water drain pit is provided at side of bottom of each fire elevator well, waste water will be sucked up and drained out by the pumps.雨水系统雨水排水屋顶采用压力流排水.雨水设计重现期按P=10年计算,降雨历时为5分钟,暴雨强度公式按Q=998.002(1+0.568lgP)/(t+1.983)0.465计算.沿柱在屋面设置雨水沟.雨水通过雨水沟收集,然后进入雨水头和下排管,然后到室外雨水观察井.10. Rainwater systemPressurized drainage system is adopted for roof rainwater drainage system. Here, return period P=10 years, rainfall duration is 5 minutes, stormwater amount is calculated by the following formula:Q=998.002(1+0.568lgT)/(t+1.983)0.465Rainwater gutters are provided on roof along columns, skylight. Rainwater is collected in the gutter, then to rainwater heads and downpipes, and to the outdoors rainwater inspection wells.11.管材- 生活给水管,冷却塔补水管采用铜管,氩弧焊接.- 直饮水管采用不锈管.- 消火栓管,冷却循环管,水幕管,水泵吸水管采用焊接钢管,焊接.- 自动喷洒水管,雨淋水管采用热镀锌钢管,丝扣连接或卡压连接.-二氧化碳管采用无缝钢管焊接.- 地下车库泡沫喷淋水管采用不锈钢管,卡压连接.Pipe materialCopper pipes connected by argon arc welding are adopted for the sanitary water pipes, make-up water pipes for cooling towers.Stainless stell pipes are adopted for portable water pipes.Welded steel pipes connected by welding are selected for hydrant pipes, cooling circulating pipes, drencher pipes, pump suction pipes.Hot-galvanized steel pipes connected by threads or compression-seizing are selected for sprinkler and deluge sprinler pipes.Seamless steel pipes connected by welding are selected for CO2 pipes. Stainless steel pipes connected by pressed clamp is selected for the pipes of foam sprinklers in the underground garage.当雨水两超出雨水沟设计量时,雨水可沿屋檐自由排放.雨水被收集,然后排入市政集水池. When the amount of rainwater is more than the design value of the gutters, water is discharged naturally along the eaves. Rainwater is collected, and then drained to the municipal catch basins.围绕体育馆的循环池将用于喷洒运动场和作为室外绿化带的储水池.此池将作为一个循环过滤设施,可容水约7.500 m .喷洒压力设备和其它必须的过滤设备安装在供应楼里.The circular senic pool surround stadium will be used for spraying sportsfield andas reservoir for outdoor greening.The pool will be used as a circular filtering facility and will be adopted with a water volume of about 7.500 m .The spray water pressurizing equipment as well as further necessary filtering equipment will be adopted in the supply building.2.0 制冷2.0 Cooling冷源:空调冷负荷(估算):本工程建筑面积共50.000平方米,包括观众区,休息室,更衣室,小会议室,餐厅,办公室和其它附属房.空调设计日峰值冷负荷为2.4MW,设计日总冷负荷为3 kW.Refrigerating sourceCooling load of air conditioning systemTotal floor area for this building is 50,000sqm, which includes spectator areas, lounges, Clothing and changing rooms small meeting rooms, restaurant, office and other auxiliary rooms. Designed dayly peak cooling load is 2,4MW, designed total dayly cooling load is 3kW.每台1200kW制冷机配一台流量为206m3/h离心泵.各配一台备用泵一次泵采用压差旁路控制.通过埋地敷管,向游泳体操馆供应冷冻水.A centrifugal pump with a flow rate of 103m3/h is provided for each 1200kW chiller. One operation pump with a standby corresponds to one chiller.Pressure difference branch control is adopted for primary pumpVia earth laid pipes from supply building to gymnasium chilled water supply will be deliverded.冷源的选择:根据建筑的实际情况,3台制冷机将安装在供应楼内的冷冻机房.设计容量为4800kW. 为了实现能量的效率化使用,设计方案为,1台制冷机的出力为总设计容量的50%.而另2 台.每台出力为总设计容量的25%.冷冻水系统的主要设备包括3台电动制冷机,一级冷冻泵,二级冷冻泵,自动控制阀等等.冷冻水的供/回水温度为-7/ 12°C.Selection of refrigerating sourceAccording to the real condition of the building, 3 chillers are located in the refrigerating plant rooms in the supply building, designed capacity is 2400kW. For actuing in an energy efficient way one chiller about 50% of total capacity (1.200 kW) and two chillers with 25% of total (600 kW each)capacity each are adopted.Main equipment of chilled water system includes 3 electrical chiller, primary cool water pump, secondary chilled water pump and automatic controlled valve, etc. supply/return temperature of the chiller is-7/ 12°C.二次泵系统:根据使用功能,各制冷机房又分成不同的循环支路.二次泵采用变频调速控制.根据负荷侧供回水管的压差,控制水泵的转速.二次泵循环支路的管道采用异程式.Secondary pump system:Each refrigerating plant room is subdivided into different circulation branch loops according to use functions.Variable-frequency speed-regulating control is adopted for secondary pumps. The rotating speed of a water pump is controlled according to the pressure difference between water supply and return pipes.Direct return system is adopted for the pipes of circulating branch of secondary pumps空调冷冻水系统由于本工程占地面积大,功能复杂,有连续使用,也有间歇使用,为了达到运行灵活,节能的目的,空调冷冻水系统采用两管制二次泵系统.Chilled water systemDue to the large occupied area of this project, the complicated functions and the combination of continuous utilization and intermittent utilization, in order to accomplish the purpose of flexible operation and energy saving, the chilled water system is of two-pipe secondary pump system.管材:水管采用焊接钢管及无缝钢管.本工程的风管除土建风道外,均采用镀锌铁皮咬口制作.每节风管之间用法兰连接.Pipe and duct materialsThe water pipes adopt welded steel pipes and seamless steel pipes.Air ducts for this project are made of galvanized sheet steel by seaming except ducts by civil construction. Air ducts are connected together by flanges.一次泵系统:供应楼冷冻机房2400kW制冷机配一台离心泵, 流量为412m3/h.配一台备用泵.Primary pump system:Chiller room supply buildingA centrifugal pump with a flow rate of 412m3/h is provided for 1200kW chiller. Oneoperation pump with a standby corresponds to one chiller.保温材料:空调供,回水管,冷凝水管采用酚醛管壳保温.空调送,回风管以及处理后的新风管采用外贴铝箔的离心玻璃棉板保温.- 管道穿防火墙的空隙处采用岩棉材料等非燃材料填充.Thermal materialsphenolic pipes are adopted for thermal insulation of water supply and return pipes for air conditioning, as well as air-conditioning condensate pipes.Aluminum foil faced glass fiber boards are adopted for thermal insulation of air-conditioning air supply and return ducts as well as fresh air ducts after chillers.Non-flammable material will be selected to fill the interspace in the fire protection wall where the ducts go through.消声与隔振:冷水机组,水泵等设备采用减振台座,弹簧减振器或橡胶减振垫减振降噪.在空调机组,新风机组,通风机的进出口采用涂胶帆布软管连接.- 水泵进出水管上采用可曲挠橡胶接头,使设备振动与配管隔离.Noise reduction and vibration isolationShock absorption bases, spring shock absorbers on rubber shock absorption pads are adopted for equipment, such as water chiller units, pumps, etc to reduce vibration and lower noise.Flexible rubber-coated canvas hoses are adopted far connections of inlets and outlets of air-conditioning units, fresh air handling units and ventilators. Flexible rubber couplings are adopted for the water intake and delivery pipes of the pumps to isolate equipment vibration from their pipes.3.0空调和通风系统3.0 Air Conditioning and Ventilation Systems方案设计范围Scope of schematic design空调设计Air Conditioning Design在体育馆内,一些区域设置空调系统.这些区域划分为:西侧地下二层的贵宾休息室东侧地下二层酒店门廊地下一层的输送区,技术机房,运动员更衣间,医务服务,热身区,裁判区,健身中心,酒店大堂,会议室,厨房,特许区和贵宾大堂混合区.首层的酒店大堂,酒店区,贵宾门廊,急救In the stadium, in some ranges air conditioning systems are used. These ranges subdividethemselves as follows:VIP – Lobby in West of levelel -2Hotel lobby in the east of level –2Delivary Circle, technical Plantrooms, Changingrooms for the athletes, Medical Service and warm up area, Judges Area, Fitness Center, Hotel Lobby, Conferenz, Kitchen and Concession, Vip lobby- Mixed Zone in level -1Hotel lobby, Hotel area, Vip lobby, Vip Area, First aid in 0空调和通风机组设置于靠近地下一层楼梯底部的机防.新风从楼梯底的风室被引入机房而被空调处理器吸入.从此,通过水平和垂直风道送至使用区.用于以上区域的空调机组分为12 台暖通空调机组,具有以下特点The air conditioning and ventilation units for the using ranges are placed in die mechanical plantroom nearby the stairs in the bottom of the stadium in Level -1. The outside air will be brought into the Plantrooms from fresh air chambers under these stairs and let to the air handling units. From here, the will be led via horizontal an vertical duct to the using ranges.The air conditioning units for the ranges specified above will be devided into 12 HV AC- units (drawings) with the following characteristics:以下区域仅设置排风系统:地下二层停车区域地下二层电气机房地下一层卫生间首层卫生间一层卫生间宾馆客房设置分散式风机盘管加新风系统.贵宾室设置风机盘管.For the following ranges, only exhaust air systems are planed:Parking area in Level –2Electrical Plantrooms in Level –2Toilets in Level –1Toilets in Level 0Toilets in Level +1For the guestrooms of the Hotel decentralized Fancoil Units with ourside air connection are planed. The VIP- boxes will be equiped with Fancoil Units.AC1, AC6, AC7, AC12地下一层的附属用房(储存,机房,楼层,观众区 )换气次数 2 – 6 次/小时; 新风100%, 通过螺旋风口送出双风机,全空气系统排风机同时作为机械排烟用AC1, AC6, AC7, AC12Siderooms ( Storage, Plantrooms, Floors, Spectaors area) in Level -1Air Changing rate 2- 4 times/ h; supply via spiral outlets, outdoor air 100% Dual- fan- all- air system.Exhaust air fan is also be used for mechanical removal of smoke.AC 2地下一层的医务服务,热身区,运动员更衣间,裁判区换气次数 2 – 4 次/小时; 新风100%, 通过螺旋风口送出夏季最高室内温度29°C, 相对湿度 65 %冬季最高室内温度 22 –24°C室内发热量:- 照明 20 W/m- 机器 10 W/ m- 人员 50 W/ m双风机,全空气系统排风机同时作为机械排烟用AC 2Medival Service Area, Warm up Area, Changing rooms Athletes, Judges Are in Level- 1Air Changing rate 2- 4 times/ h; supply via spiral outlets, outdoor air 100% Room temperature 29°C max, 65 % humidityin SummerRoomtemperatur 22 –24 °C in WinterIndoor heat loadLighting 20 W/mMachines 10 W/ mPersonnel 50 W/ mDual- fan- all- air system.Exhaust air fan is also be used for mechanical removal of smoke.AC 4地下一层的医务中心,办公室换气次数 4 次/小时; 新风100%, 通过螺旋风口送出最高室内温度29°C, 相对湿度 65 %室内发热量:- 照明 35 W/m- 机器 30 W/ m- 人员 50 W/ m双风机,全空气系统排风机同时作为机械排烟用AC 4Media Center, Offices in Level –1Air Changing rate 4 times/ h; supply via spiral outlets, outdoor air 100% Room temperature 29°C max, 65 % humidityIndoor heat loadLighting 35 W/mMachines 30 W/ mPersonnel 50 W/ mDual- fan- all- air system.Exhaust air fan is also be used for mechanical removal of smoke.AC 3地下二层的贵宾休息室,地下一层的贵宾大堂,混合区,首层的贵宾办公室和贵宾区换气次数 4 次/小时; 新风100%, 通过螺旋风口送出最高室内温度29°C, 相对湿度 65 %室内发热量:- 照明 20 W/m- 机器 10 W/ m- 人员 50 W/ m双风机,全空气系统排风机同时作为机械排烟用AC 3VIP Lobby in Level –2, VIP Lobby, Mixed zone in Level –1, VIP Offices and VIP area in Level 0Air Changing rate 4 times/ h; supply via spiral outlets, outdoor air 100% Room temperature 29°C max, 65 % humidityIndoor heat loadLighting 20 W/mMachines 10 W/ mPersonnel 50 W/ mDual- fan- all- air system.Exhaust air fan is also be used for mechanical removal of smoke.AC 5地下一层的厨房,服务和特许区厨房的换气次数 100m /m 小时,新风100%, 通过螺旋风口送出服务和特许区的换气次2-4数次/小时, 新风100%, 通过螺旋风口送出双风机,全空气系统最高室内温度29°C, 相对湿度 65 %室内发热量:- 照明 35 W/m- 机器 30 W/ m- 人员 80 W/ m双风机,全空气系统排风机同时作为机械排烟用AC 5Kitchen, Service and Concession area in Level -1Air Changing rate 100 m /m h for the Kitchen; supply via spiral outlets, outdoor air 100%Air Changing rate 2-4 times/h for the Service and Concession area; supply via spiral outlets, outdoor air 100%Room temperature 29°C max, 65 % humidityIndoor heat loadLighting 35 W/mMachines 30 W/ mPersonnel 80 W/ mDual- fan- all- air system.Exhaust air fan is also be used for mechanical removal of smokeAC 8地下一层的健身中心,员工更衣间,特许区换气次数 2 – 4 次/小时; 新风100%, 通过螺旋风口送出最高室内温度29°C, 相对湿度 65 %室内发热量:- 照明 35 W/m- 机器 30 W/ m- 人员 80 W/ m双风机,全空气系统排风机同时作为机械排烟用AC 8Fitness Center, Changingrooms Staff, Concessio in Level -1Air Changing rate 2-4 times/h; Fitness Center 6 times/ h; supply via spiral outlets, outdoor air 100%Room temperature 29°C max, 65 % humidityIndoor heat loadLighting 35 W/mMachines 30 W/ mPersonnel 80 W/ mDual- fan- all- air system.Exhaust air fan is also be used for mechanical removal of smokeAC 10地下二层地的宾馆走廊,地下一层的宾馆走廊和餐厅,首层的宾馆区换气次数 4 次/小时; 新风100%, 通过螺旋风口送出最高室内温度29°C, 相对湿度 65 %室内发热量:- 照明 35 W/m- 机器 30 W/ m- 人员 50 W/ m双风机,全空气系统排风机同时作为机械排烟用AC 10可能亦用于人防区的送风.此部分的设计由人防技术设备设计工程师审核.AC 10Hotel Lobby in Level- 2, Hotel Lobby and Restaurant in Level -1, Hotel area in Level 0Air Changing rate 4 times/h; Restaurant 8 times/h;supply via spiral outlets, outdoor air 100%Room temperature 29°C max, 65 % humidityIndoor heat loadLighting 35 W/mMachines 30 W/ mPersonnel 50 W/ mDual- fan- all- air system.Exhaust air fan is also be used for mechanical removal of smoke.The AC- unit No. 10 might also be used as a supply air unit for the shelter. This has to be checked by the engeneers who will plan the technical equipment for the shelter.AC 9通风地下车库:设计一个换气次数 6次/小时的排气排烟通风系统.由地下一层的空调机组送风,送风经过车库顶棚的垂直风口进入水平风道,然后送至各处.输送区:输送区设置一个隧道通风系统.空气通过北侧被吸入建筑物,然后通过轴流风机输送到输送区.空气通过南侧的就近道路排出.VentilationUnderground Garage:For the underground garage an air exhaust an smoke exhaust ventilation system with an air exchange rate of 6 times/h is provided. The supply air for the garage will be delivered from the AC- Units in Level- 1 an brougt into the garage via vertical openings in the ceiling of the garage and distributed over horizontal ducts. Delivery Circle:For the delivery circle a tunnel ventilation system is installed. Air is sucked at the south side of the stadium into the building and transported by axial jet fan through the delivery zone.各功能区的规划包括水平管道和竖井.各区域无异味和污染物的排风将被作为送风送入车库. 剩余的排风和排烟将通过一个地下风道送到供应楼,并通过屋顶排出.排烟内部区域均设置机械排烟.通风系统的管道亦即排烟道. 在空调机房内,烟气通过一条旁通风道送至车库排风机,亦为排烟机(300°/ 30 分).The development of the functional areas is made by horizontal ducts and vertical pits. The exhaust air from ranges which are not smell-loaded or contained pollutants are brought as supply air into the garage.The remaining exhaust air and the removal of smoke exhaust air are led over an underground channel to the supplying building and blown out there over roof. Smoke ExhaustionAll ranges on the inside are exhaustet from smoke mechanically.The duct system of the existing ventilation systems is used. In the HVAC plant rooms, the flue gases are led over a bypass channel to the exhaust air fan for the garage, which have to be designed to be used as smoke- exhaust fan (300°/ 30 min).室内储存和技术房:此区内,设置简单的送排通风系统.卫生间:地下一层和首层的卫生间由临近区域的通风系统供应新风.一层卫生间通过向外开口进风.地下一层卫生间排气排入输送区.首层和一层卫生间将通过独立的排气扇将废气排入在看台下部.Indoor storing and technical plant rooms:For this ranges simple supply- and exhaust ventilationsystem will be installed Toilets:The WCs in level -1 and level 0 are supplied with fresh air by the ventilation systems of the adjacent ranges.The WCs in level +1 receive the fresh air over opening to the outside.The WC in level -1 is aired out separately into the range of the delivary circle. The exhaust air of the WC ranges in level 0 and level +1 will be led by separate exhaust fans into the ranges underneath the grandstand.车库的排气和烟气被加压,通过地下风道送至供应楼,而通过其屋顶排出.停车场有烟雾时,空调机组的送风量是不足的.在这种情况下,新风将通过阀门从新风室(在体育馆底层楼梯下)直接向车库进风.The exhaust air of the garage and the smoke will be pressed through the circularly air duct and then through the underground channel to the supplying building and will there be led over roof into the free.In case that smoke is detected in Parking garage, the supply air from the AC- Units which is normaly used for the supply of the garage is not sufficient.In this case the fresh air will be brought directly into the garage via dampers from the freshair chamber, placed underneath the stairs in the bottom of the stadium. 主送风和回风道均设防火阀. 当温度超过70°C, 防火阀将自动关闭,同时风机停止运行,关闭信号将被传送.自动转换防火阀安装于排风排烟共用系统.Both, the main air supply and return ducts of all AHUs are provided with fire dampers. Then a temperature over 70°C happens, the fire dampers wil l be closed automatically and at the same time the fan stops operation and cut-off signal is transmitted. Automatic changeover fire damper is provided for the system used both return air and smoke exhaust.空调和通风系统的电力供应控制与消防控制中心相连. 当某个防火分区火灾报警, 而且消防中心对此信号经过分析确认后,此防火分区内的通风系统停止运行,而同时排烟系统和加压送风系统启动.The power supply controls for the air conditioning and ventilation systems are connected to the fire control center. When fire alarm occurs in a certain fire compartment, the ventilation system in this fire compartment stops operation and at the same time the smoke exhaust system and pressurized air supply system are started after judgement and confirmation by the fire control center.被其它房间包围的楼梯间将设置有加压通风系统.The staircases that are surounded by other rooms will be provided with overpressure ventilation systems.空调机组的详细技术参数集合在被报告末的技术数据报告.The exact technical datas of the AC- units are summarized in the " Technivcal Data Report at the end of the Report.。

给排水外文翻译

给排水外文翻译

给排水外文翻译【概述】外文名称:Water Supply and Drainage【引言】给排水是指人类为了满足生活、生产和环境需求,采集、利用和排放水资源的活动和系统。

随着城市化进程的加速和人们对舒适生活品质的要求不断提高,给排水工程在城市规划和建设中起到至关重要的作用。

本文将介绍给排水外文翻译的重要性、翻译技巧和注意事项,为给排水工程相关专业人员提供参考。

【翻译重要性】给排水工程涉及大量外文文献和技术资料,而国内外水利工程界的发展迅猛,相关外文文献的翻译对于我国的给排水工程建设具有重要意义。

通过翻译,我们可以了解国外先进的给排水技术和管理经验,为我国的工程建设提供参考和借鉴。

同时,翻译还有助于加强国际间的交流合作,促进我国在给排水领域的影响力和地位的进一步提升。

【翻译技巧】1. 理解专业术语:给排水领域涉及大量专业术语,翻译者应对这些术语进行准确理解。

可以通过查阅外文词典或专业词汇表对其进行翻译,避免出现术语误译的情况。

2. 深入研究上下文:在翻译过程中,翻译者应该深入研究原文上下文,理解全文的语境和主旨,以确保翻译结果的准确性和一致性。

3.注意句子结构:外文论文的句子结构和汉语差异较大,翻译者应根据汉语表达习惯进行适当调整,保证译文通顺。

【注意事项】1. 外文翻译要准确传达论文内容,不得随意增删原文内容。

2. 翻译过程中应注意句子结构的转换,确保译文的准确性和流畅性。

3. 注意专业术语翻译的准确性,可以参考国内外相关词汇表和标准进行翻译。

4. 翻译过程中应注意时间和质量的把握,提前制定翻译计划,并进行分段、分步翻译,以确保高质量的翻译成果。

【结论】给排水外文翻译对于我国给排水工程建设和国际交流具有重要意义。

翻译者需要具备扎实的专业知识和翻译技巧,通过深入研究与准确翻译,为我国的工程建设和国际交流贡献力量。

同时,加强对外文文献和技术的翻译工作,不断提高我国在给排水领域的创新能力和核心竞争力,助力我国以科技创新引领未来社会发展的目标实现。

建筑给排水外文翻译外文文献英文文献多层住宅建筑给排水设计的几个问题

建筑给排水外文翻译外文文献英文文献多层住宅建筑给排水设计的几个问题

建筑给排水外文翻译外文文献英文文献多层住宅建筑给排水设计的几个问题建筑给排水外文翻译外文文献英文文献多层住宅建筑给排水设计的几个问题译文来源:美国PE杂志建筑给排水工程师2010年第10期The multilevel residential housing is given and drains off water several questions designedSummary : This text give and drain off water on multilevelresidential housing design supply water the exertion of the tubular product , Way of laying of pipeline, water gauge produce family set up, establishment and air conditioner condensation water of pot-type boiler discharge issue goes on the discussion , And put forward some concrete views.Keyword: Skyscraper, supply water the tubular product , the pipeline is laid, The water gauge, the solar water heater The skyscraper is simple with its auxiliary facility, thefabrication cost is low, the characteristic such as being convenient of estate management, Receive the welcomes of the real estate developer and vast resident of small and medium-sized cities very much. How project planning and design of inhabited region, scientific and technological industry of comfortable house, lead the request according to 2000, Improve the design level of the house, build out a comfortable living space for each household, It is each designers duty. As the heart of the house --The kitchen, bathroom, is that the function is complicated, hygiene, safe and comfortable degree are expected much, It ismiscellaneous to build, the space expecting much in technology. So, the designer must consider synthetically with theidea and method of global design that the kitchen, bathroom give installation of the drainage pipeline and equipment,etc. . Give and drain off water on skyscraper design supply water exertion, to lay pipeline of tubular product, water gauge produce family set up, establishment and empty of pot-type boiler now Transfer condensation water discharge issue discuss together with colleagues.( 1)supply water tubular product select problem for use Traditional watersupply tubular product adopt zinc-plated steel tube generally, because zinc-plated steel tube exchange the corrosion, Use short-lived , use for and send domestic water can satisfied with water qualitysanitary standard shortcoming, Ministry of Construction is popularizing the application of the feed pipe of plastics energetically . A lot of districts and cities have already expressed regulations: Forbiddesigning and using the zinc-plated steel tube , use widely the feedpipe of plastics. The plastics supply water In charge of compared with metal pipeline, light, it is fine to able to bear the intensity of keeping, Send obstruction little liquid , able to bear chemistry better to corrode performance, it is convenient to install, The steel energy-conservation of the province, merit of having long performance life etc.. Supply water and use plastics pipeline: Hard polyvinyl chloride( PVC-U), high density polyethylene( HDPE), pay and unite polyethylene( PEX) , modify the polypropylene( PP-R, PP-C), gather butene( PB),aluminium mould and compound and in charge of and the steel is moulded and compound and is managed etc.. Choice of tubular product economic comparative course of technology,technology should from pressure, temperature, environment for use, install method,etc. go on and consider, Combine owners at the same time request and the house of grade,carry on and fix after being consider synthetically technology not economic. The above plastics supply water tubular product can supply water tubular product as house life. The economic and functional house conciliating Strand room in the face of the masses of with low- and medium-level incomes resident, can select for use hygiene grades of hard polyvinyl chloride in charge of as feed pipe mainly, In order to reduce the fabrication cost; Medium-to-high grade commodity apartment available aluminium Mould and compound and in charge of or other plastics supply water the tubular product as the feed pipe. House mix hot water temperature that water order exceed 600 C, so above-mentioned tubular product in charge of except hard polyvinyl chloride and aluminium plastics compound and in charge of( PE-AL-PE), Mostly the tubular product can be regarded as the hot water pipeline of the house.( 2) pipeline lay problem 1. give and drain off water it set up there arent one that in charge of1)Will install it in the corner place of the kitchen, bathroom tomorrow. Adopting this kind of way of laying more in the design of house in the past, it is convenient for it to construct, But will reveal the pipeline and hinder the room beautifully tomorrow Watch, thehouseholds will mostly be hidden with the light quality material in the equipment two times.2)Will install it in the overcast angle place of the outer wall of the building tomorrow. Way this suitable for southern weather warm district only, the minimum temperature in winter cant belower than zero degrees Centigrade, In case water pipe water-logging freeze ice is bloated to split pipeline, influence household use. Pipeline lay in outer wall, influence building to be beautiful, too inconvenient on manage and maintain in the future.3)Lay it in the pipeline well. This way makes the room clean and beautiful , but the pipeline well has taken up the area of the bathroom, And pipeline construct, maintain relatively more difficult. Bathroom set up concentrate pipeline well, concentrate pipeline on assign in the well feed pipe, drain pipe, This is that the civilized importance lives in the kitchen of comfortable house, bathroom Embodiment. I think : Should consider the establishment of the pipeline well of the bathroom in the medium-to-high grade building conceptual design of commodity apartment, Improve quality of using of bathroom promptly so , can solve hard polyvinyl chloride drain pipe rivers noise heavy problem, Improve the environmental quality level of the room; Whether for bathroom in the areas for little economic and functional house and Overcome difficulties room, warm area give and drain off water and set up and in charge of and can consider and lay in the outer wall in the South, In order to increase using the space of the bathroom; Pipeline install and in theroom, should influence kitchen, bathroom every sanitary equipment use of function tomorrow2. supply water and prop up there arent tube House supply water prop up and in1charge of pipe diameter one ? 32mm, de of battle,, little plastics feed pipe of pipe diameter is the crooked state, So the house supplies water and is propped up and in charge of beingrecommended and adopted and set up secretly. Supply water to prop up to manage darkly There are thes way had:1)Set up in the brick wall secretly. Wall turn on and in charge of trough in brick when constructing, in charge of trough width tube +20 mm, de of external diameter,, degree of depth tube external diameter de, The pipeline is imbedded and managed directly Trough, and with in charge of card fix in trough of inning charge of son.2)Whether pipe diameter supply water and prop up and last de ?20mm,can setup at floor secretly piece make level by layer. Turn on and in charge of trough in floor( ground) the board when constructing, it wides trough have to be de +10 mm deeply 1/2 of the de, Half pipeline imbedand in charge of trough, and with in charge of card fix in trough of inning charge of tube. Aluminium mould compound and in charge of and pay and unite polypropylene in charge of pipeline adopt metal pipe fittings connection, Must strengthen and in charge of trough size when adoptingand set up secretly, and rivers some flood peak loss relatively heavy. Assign the relative house that concentrated to the kitchen, bathroom interior hygiene utensil, Can adopt and divide Water device go on andjoin , divide water device whether one more than branch in charge of and connect, every hygiene utensil supply water and prop up and in charge of and connects and publishes from the water dividing device separately. Can already prevent the tube burying the pipeline secretly from being connected like this Permeate the question. Can reduce some flood peak lost,decrease the fabrication cost of pipe networks3)Drain off water and prop up the tube to lay House room drain off water and in charge of and should set up at the time of inning this each, drain off water and in charge of permeating sideways like this canning prevent the sewage from waiting for the pollutant to enter the neighbor family sideways, Will not influence the neighbor either when thepipeline is maintained Normal life of one. Kitchen wash water drainageof basin propped up and in charge of generallying inserts draining off water to stand to manage this layer of floor sideways; Floor drain drain off water propped up and in charge of laying the room of lower floor. A lot of colleagues think now: Whether kitchen the ground it lay ceramic tile of,whose name is clean in when need develop with water,not strongin meaning to set up floor drain, So kitchen set up ground floor drain, avoid and drain off water and prop up and in charge of and enterneighbor family sideways already so, Can increase using the space of thekitchen . Bathroom drain off water and prop up and in charge of and lay concrete measure have in this layer sideways inside:1)Improve the bathroom ground . Ground tendency high 150mm, adopt back row type take stool pot, washing basin, bath tub, water drainage of floor drain in charge of and bury in cushion layer secretly sideways.2)Adopt the sinking type bathroom. Bathroom sink 350mm the floor, hygiene utensil drain off water and in charge of and bury on sinking space secretly sidewaysTwo method these can realize water drainage of bathroomprop up and in charge of earths surface to bury underground this one without entering the neighbor2family sideways. Bury pipeline when installing, construction quality must check on strictly, can construct bathroom ground after confirming qualified secretly, So as not to leave the hidden danger in giving in the future using. Bathroom ground construct and can pack coal ash light quality material , also can adopt and lay bricks impracticable to lay plate making construct ground, Ground must make waterproof to deal with, method can waterproof to deal with according to roofing, make two oil one rubber and plastic ointment waterproof cloth.3) water gauge the open air set up problem The water gauge is had indoors, not only the work load of checking meter is very heavy , but also make the security and privacy of the house reduce greatly . So house divide into households of water gauge or divide households offigure of water gauge Show that should be set up in the open air. Skyscraper water gauge the open air set up following several kinds of forms: Whether 1.adopt far it pass by water gauge Change the ordinary water gauge into and pass the water gauge far, is joined the water gauge and data gathering machine by a signal line, And then reach intelligence to manage( the computer). Its merit lies in saving a large amount of people Strength comes to check meter, the data are accurate, the shortcoming is that the fabrication cost is high. Whether 2.adopt magnetic stripe card of by water gauge Users buy the electronic card of the running water Company in advance , then insert it in the storing device of the water gauge, Card amount of money deduct automatically on the water, this way user need to prepay the water rate, Theprice of the water gauge is relatively high.3. adopt it set up at the open air water gauge not ordinary1)The water gauge is set up in the stair have a rest in the alcoveof the platform. Household watersupply to prop up and manage and enter the kitchen, bathroom after the water gauge is measured. Way thisrealize water gauge produce room set up, equivalence low project have , supply water and set up and in charge of and set up with water gauge office results in aesthetic problems in stair. It suitable for the South warm district kitchen, bathroom assign close to the houses of positions of staircase.2)The water gauge concentrates on being set up among the water gauges( meter box). Person who give when supplying water, set up watergauge in ground floor( meter box) on falling, every household watersupply to prop up and is in charge of applying having in the pipeline well, Southern area can overcast horn place lay along the outer wall in building too; Person who give when supplying water, can set up water gauge in roof( meter box) under upgoing. This way increases and supplies water to prop up In charge of and lay length, pipeline lay and influence building to be beautiful along outer wall. Water gauge produce way choice that family assign, must combine house kitchen, bathroom plane assign characteristic and concrete request of developer, Carry on to several feasibility scheme the above economic technology fix after comparing. Property well-managed medium-to-high grade commodity apartment of housing district, can adopt and pass the water gauge far , It is that the water gauge will use the developing direction in the future; Estate management perfect medium- to-high grade commodity apartment of housing district, can adopt magnetic stripe card water gauge( Company have this kind district of business can design in running water) Or concentrate on setting up it among the water gauges( case); Southern area 3unit type house can set up rest platform office in stair with ordinary water gauge, In order to reduce the fabrication cost.4) establishment question of the pot-type boiler Should reserve and install hot water supply terms of facility, set up hot water supply facilities with when the design of house. Have and concentrate housethat hot water supply on , should consider house assign with installation position and cold hot water pipeline of hot water device. The pot-type boiler generally has three kinds, such as gas, electricity, solar energy,etc.. Whether last kitchen gas heater and electric heater or Bathroom inside, give when draining off water design shoulding reserve installation position and cold hot water interface of pipeline of water heater in advance in building, Install by oneself when convenient users fit up. Solar energy and hot water It is simple and convenient and safe for device to use, need fuel and electric power is low to run the expenses, Have long performance life, pollution-free, received by the masses of users favourably very much, Many houses have been small in recent years The district all install the solar water heater at the time of designing and construct. Solar water heaterinstall and at the roof, need to set up the cold hot water pipeline among bathroom and water heater of the roofing like this generally, Consider installation of solar water heater when the design of house, household can only lay cold and hot pipeline along the building outer wall when installing in the future,Increase household degree of difficulty when installing like this , increase pipeline make the investment, influence building beautiful. Give when draining off water the design needing to solicit the developers suggestion first in building, Interconnected system one design, construct the solar water heater in unison; Reserve solar water heater and cold hot water installation position of pipeline in advance only. The cold hot water pipeline of the solar water heater can be laid In the pipeline well; Set up pipeline house of well , can set up one UPVC drain pipe of de110 as solar water heater hot water sleeve pipe of pipeline close to corner of person who take a shower in bathroom, Set up a de110 *75 three direct links in each hygiene interval ground, as connecting the entry of cold and hot water pipe ( 5) air conditioner condensation ink discharge the issue In recent years, air conditioner enter huge numbers of families gradually, condensation water amorphous to discharge the building outer wall of pollution air conditioner have, Have influenced a beautiful important problem of biotope already. Building give when draining off water design shoulding consider air conditioner condensation ink discharge in a organized way. Concrete method can machine set up the water drain pipe of the condensation by the position outside reserving air conditioner, Drain off water and set up and in charge of and select PVC-U drain pipe de40 for use , reserve three direct links of draining off water highly in each air conditioner, It is convenient for air conditioner to drain off water hose insert directly.4多层住宅建筑给排水设计的几个问题摘要:本文就多层住宅建筑给排水设计中给水管材的选用,管道的敷设方式,水表出户设置,家用热水器的设置及空调冷凝水排放等问题进行探讨,并提出一些具体看关键词:多层住宅,给水管材,管道敷设,水表,太阳能热水器多层住宅以其配套设施简单,造价低,物业管理方便等特点,很受中小城市房地产开发商和广大居民的欢迎。

建筑给排水中英文对照外文翻译文献_图文03

建筑给排水中英文对照外文翻译文献_图文03

建筑给排水中英文对照外文翻译文献_图文03 建筑给排水中英文对照外文翻译文献_图文03建筑给排水中英文对照外文翻译文献(文档含英文原文和中文翻译)外文:Sealed building drainage and vent systems—an application of active air pressure transient control andsuppression AbstractThe introduction of sealed building drainage and vent systems is considered a viable proposition for complex buildings due to the use of active pressure transient control and suppression in the form of air admittance valves and positive air pressure attenuators coupled with the interconnection of thenetwork&#39;s vertical stacks.This paper presents a simulation based on a four-stack network that illustrates flow mechanisms within the pipework following both appliance discharge generated, and sewer imposed, transients. This simulation identifies the role of the active air pressure control devices in maintaining system pressures at levels that do not deplete trap seals.Further simulation exercises would be necessary to provide proof of concept, and it would be advantageous to parallel these with laboratory, and possibly site, trials for validation purposes. Despite this cautionthe initial results are highly encouraging and are sufficient to confirm the potential to provide definite benefits in terms of enhanced system security as well as increased reliability and reduced installation and material costs.Keywords: Active control; Trap retention; Transient propagationNomenclatureC+-——characteristic equationsc——wave speed, m/sD——branch or stack diameter, mf——friction factor, UK definition via Darcy Δh=4fLu2/2Dgg——acceleration due to gravity, m/s2K——loss coefficientL——pipe length, mp——air pressure, N/m2t——time, su——mean air velocity, m/sx——distance, mγ——ratio specific heatsΔh——head loss, mΔp——pressure difference, N/m2Δt——time step, sΔx——internodal length, mρ——density, kg/m3Article OutlineNomenclature1. Introduction—air pressure transient control and suppression2. Mathematical basis for the simulation of transient propagation in multi-stack building drainage networks3. Role of diversity in system operation4. Simulation of the operation of a multi-stack sealed building drainage and vent system5. Simulation sign conventions6. Water discharge to the network7. Surcharge at base of stack 18. Sewer imposed transients9. Trap seal oscillation and retention10. Conclusion—viability of a sealed building drainage and ventsystem1.Air pressure transients generated within building drainage andvent systems as a natural consequence of system operation may be responsible for trap seal depletion and cross contamination of habitable space [1]. Traditional modes of trap seal protection, based on the Victorian engineer&#39;s obsession with odour exclusion [2], [3] and [4], depend predominantly on passive solutions where reliance is placed on cross connections and vertical stacks vented toatmosphere [5] and [6]. This approach, while both proven and traditional, has inherent weaknesses, including the remoteness of the vent terminations [7], leading to delays in the arrival of relievingreflections, and the multiplicity of open roof level stack terminations inherent within complex buildings. The complexity of the vent system required also has significant cost and space implications [8].The development of air admittance valves (AAVs) over the past two decades provides the designer with a means of alleviating negative transients generated as random appliance dischargescontribute to the time dependent water-flow conditions within the system. AAVs represent an active control solution as they respond directly to the local pressure conditions, opening as pressure falls to allow a relief air inflow and hence limit the pressure excursions experienced by the appliance trap seal [9].However, AAVs do not address the problems of positive air pressure transient propagation within building drainage and vent systems as a result of intermittent closure of the free airpath through the network or the arrival of positive transients generated remotely within the sewer system, possibly by some surcharge event downstream—including heavy rainfall incombined sewer applications.The development of variable volume containment attenuators [10] that are designed to absorb airflow driven by positive air pressure transients completes the necessary device provision to allow active air pressure transient control and suppression to be introduced into the design of building drainage and vent systems, for both ‘standard’ buildings and those requiring particularattention to be paid to the security implications of multiple roof level open stack terminations. The positive air pressure attenuator (PAPA) consists of a variable volume bag that expands under theinfluence of a positive transient and therefore allows system airflowsto attenuate gradually, therefore reducing the level of positive transients generated. Together with the use of AAVs the introduction of the PAPA device allowsconsideration of a fully sealed building drainage and vent system. illustrates both AAV and PAPA devices, note that the waterless sheath trap acts as an AAFig. 1. Active air pressure transient suppression devices to control both positive and negative surges. Active air pressure transient suppressionand control therefore allows for localized intervention to protect trap seals from both positive and negative pressure excursions. This has distinct advantages over the traditional passive approach. The time delay inherent in awaiting the return of a relievingreflection from a vent open to atmosphere is removed and the effectof the transient on all the other system traps passed during its propagation is avoided.2.Mathematical basis for the simulation of transient propagation in multi-stack building drainage networks.The propagation of air pressure transients within building drainage and vent systems belongs to a well understood family of unsteady flowconditions defined by the St Venant equations of continuity and momentum, and solvable via a finite difference scheme utilizing the method of characteristics technique. Air pressure transient generation and propagation within the system as a result of air entrainment by thefalling annular water in the system vertical stacks and the reflection and transmission of these transients at the system boundaries, including open terminations, connections to the sewer, appliance trap seals and both AAV and PAPA active control devices, may be simulated with proven accuracy. The simulation [11] provides local air pressure, velocity and wave speed information throughout a network at time and distanceintervals as short as 0.001 s and 300 mm. In addition, the simulation replicates localappliance trap seal oscillations and the operation of active control devices, thereby yielding data on network airflows and identifying system failures and consequences. While the simulation has been extensively validated [10], its use to independently confirm the mechanism of SARS virus spread within the Amoy Gardens outbreak in 2003 has provided further confidence in its predictions [12].Air pressure transient propagation depends upon the rate of changeof the system conditions. Increasing annular downflow generates an enhanced entrained airflow and lowers the system pressure. Retarding the entrained airflow generates positive transients. External events mayalso propagate both positive and negative transients into the network.The annular water flow in the ‘wet’ stack entrains an airflowdue to the condition of ‘no slip’ established between theannular water and air core surfaces and generates the expected pressure variation down a vertical stack. Pressure falls from atmospheric above the stack entry due to friction and the effects of drawing air through the water curtains formed at discharging branch junctions. In the lower wet stack the pressure recovers to above atmospheric due to the traction forces exerted on the airflow prior to falling across the water curtain at the stack base.The application of the method of characteristics to the modelling of unsteady flows was first recognized in the 1960s [13]. The relationships defined by Jack [14] allows the simulation to model the traction force exerted on the entrained air. Extensive experimental data allowed the definition of a ‘pseudo-frictionfactor’ applicable in the wet stack and operable acro ss the water annular flow/entrained air core interface to allow combined discharge flows and their effect on air。

给排水设计常用英文

给排水设计常用英文

给排水设计常用英文1 All pipes shall be of socket rubber joint connection.所有管子连接采用承插胶圈连接。

2 The flanged connection shall not be used as general.一般不使用法兰连接。

3 All pipe and pipe fittings shall be fusion weld in accordance with manufacture’ instructio ns.所有管子及管件应采用热熔焊并按制造厂的意见执行。

fusion 熔化,熔接weld 焊接in accordance with 与……一致,依照4 The socket bore shall match pipe O.D.承插孔尺寸与管外径相配。

5 Each threaded valve shall be equipped with two converted adapters(outer screw/fusion weld).每个螺纹阀门与管子连接时配两个外螺纹/热熔转换接头。

6 copper electroplated chrome铜电镀铬合金7 All pipe and pipe fittings shall be socket bonding joint .所有管子及管件应采用承插粘接。

8 PVC-U pipe shall be only applied to drainage. It can’t sustain the internal pressure except gravity flow.PVC-U 管道用于排水,除重力流外禁止承受内压。

9 Pipe and pipe fittings shall be of injecting forming. 管子和管件注塑成形。

10 polluted waste waterindustrial water (supply)firefighting watersewage(U/G)potable water (indoor)11 water supply 给水drainage 排水term(s) 术语symbol(s) 符号rated water consumption 用水定额water pressure 水压pipe material 管材appurtenance 附件water meter 水表water tower 水塔water tank 水箱reservoir 贮水池cooling water circulation 循环冷却水cooling tower 冷却塔sanitary fixture 、plumbing fixture 卫生器具trap 存水弯manhole 检查井vent pipe 通气管sewage pumps and pump pits 污水泵和集水池domestic wastewater 生活污水rainwater 雨水pipenet 管网12 生活饮用水drinking water生活杂用水non-drinking water小时变化系数hourly variation coefficient最大时用水量maximum hourly water consumption 回流污染backflow pollution背压回流back-pressure back flow虹吸回流siphonage back flow空气间隙air gap溢流边缘flood-level rim倒流防止器backflow preventer真空破坏器vacuum breaker引入管service pipe接户管inter-building pipe进户管(入户管)inlet pipe竖向分区vertical division zone并联供水parallel water supply串联供水series water supply叠压供水pressure superposed water supply明设exposed installation暗设concealed installation , embedded installation 分水器manifold额定流量ominal flow设计流量design flow水头损失head loss气压给水pneumatic water supply配水点points of distribution循环周期circulating period反冲洗backwash水质稳定处理stabilization treatment of water quality 浓缩倍数cycle of concentration自灌self-priming水景waterscape , fountain生活污水domestic sewage生活废水domestic wastewater生活排水domestic drainage排出管building drain , outlet pipe立管vertical pipe , riser , stack横管horizontal pipe清扫口cleanout检查口check hole , check pipe存水弯trap水封water sealH管H pipe通气管vent pipe , vent伸顶通气管stack vent专用通气立管specific vent stack汇合通气管vent headers主通气立管main vent stack副通气立管secondary vent stack , assistant vent stack 环形通气管loop vent器具通气管fixture vent结合通气管yoke vent自循环通气self-circulation venting间接排水indirect drain真空排水vacuum drain同层排水same-floor drain覆土深度covered depth埋设深度buried depth水流偏转角angle of turning flow充满度depth ratio隔油池grease tank隔油器grease interceptor降温池cooling tank化粪池septic tank中水reclaimed water医院污水hospital sewage一级处理primary treatment二级处理secondary treatment换气次数time of air change暴雨强度rainfall intensity重现期recurrence interval降雨历时duration of rainfall地面集水时间inlet time管内流行时间time of flow汇水面积catchment area重力流雨水排水系统gravity building drainage system 满管压力流雨水排水系统full pressure storm system 雨水口gulley , gutter inlet雨落水管downspout , leader悬吊管hung pipe雨水斗roof drain径流系数run-off coefficient集中热水供应系统central hot water supply system全日热水供应系统all day hot water supply system定时热水供应系统fixed time hot water supply system局部local开式open闭式closed单管single line水源热泵water-source heat pump空气源热泵air-source heat pump热源heat source热媒heat medium废热waste heat太阳能保证率solar fraction太阳辐照量solar irradiation燃油(气)热水机组fuel oil (gas) hot water heaters同程热水供应系统reversed return hot water system上行下给式downfeed system下行上给式upfeed system回水管return pipe管道直饮水系统pipe portable water system水质阻垢缓蚀处理water quality treatment of scaleinhibitor &corrosion-delay13 灭火器配置场所distribution place of fire extinguisher 保护距离travel distance灭火级别fire rating14 陶瓷Ceramic。

建筑给水排水外文翻译文献

建筑给水排水外文翻译文献

建筑给水排水外文翻译文献(文档含中英文对照即英文原文和中文翻译)原文:Supplying and draining waterin hospital constructionWith the fact that modern medicine science promptness develops,new technique , the new armamentarium are continuing without end , modernized medical treatment thereby consonant with that is building a hospital , are also are confronted with new design idea and new technology applying. Disregarding secondary hospital building function , what whose gets along environment, still , finclause the hospital builds equipment and is equipped with system, the request is without exception higher and higher. Because of it is to ensure daily work living not only need the rapid and intense life relevance recovering from the illness , avoiding crippling , rescuing, and promote with giving treatment to a patient. Not only the design accomplishing to the special field draining away water need to satisfy the request being unlike a function in hospital building on equipment , but also safety is be obliged to reliable. Following is built according to the hospital.一HOSPITAL GIVES A SEWERAGE1) Modernized hospital equipment and equipment system content is numerous , the function is peculiar , the request is very high. Except demanding to swear to continue supplying with the use water according with quality level sufficiently, need more according to demand of different medical treatment instrument and different administrative or tehcnical office to water quality , water pressure , the water temperature, classify setting up water treatment system and be in progress to system to increase pressure reduction.2) The hospital operating rooms , the delivery room operation the water hygiene, saliva washing hands by shower bath water , the dentistry dentistry chair ought to adopt the water purifying degassing. In the homeland few are large-scale , the high rank hospital centre supplies a room, the centre disinfecting has also adopted to purify the water disinfecting, now that swear to there be no dust , the sterility , to remove the pathopoiesia source , to avoid the blockage infecting , cutting down equipment microtubule.3) Hospital preparation rooms preparation uses water to adopt distilled water, and sets up in making distilled water system to have part pressure boost facilities. The handicraft responds to according to different hospital preparation handicraft but fixes concrete system distilled water, should satisfy demand of whose handicraft to water quality , water yield , water pressure act in close coordination that the preparation handicraft reserves corresponding to drain-pipe and allocation chilled water circulatory system by the special field draining away water.4) Hospital operating rooms , delivery rooms , baby rooms , supply rooms , medical treatment of the dermatological department wards, door emergency call, cures skill every administrative or tehcnical office and the request difference that the staff and worker logistics branch supplies to hot water need to set up hot water respectively supplying system more. Ordinary circumstances door emergency call, cures skill administrative or tehcnical office , centre supply a room , the staff and worker logistics branch supplies hot water to water supply the regular time, the comparison supplying time is consistent. The hospital is based on major part at present financial resources, ward building hot water supplies basic to the regular time , ought to be that 24 hs supply hot water judging from long-term angle but. Operating room , the delivery room operation wash hands, the hygiene h by the fact that the shower bath ought to be 24 supplies hot water, moreover the block of wood5) Considers beautification to the environment , is inadvisable to adopt the steam boiled waterstove , completely eradicates occurrence aroused the ward building pantry inner floor moistness , avoided interior wall mustiness phenomenon by leak or sparse steam water implement aerofluxus thereby. The hospital disregards size , boiled water supplies to should adopt automation volume or the electricity boiled water stove, a general disease area considers one , volume ascertains that according to using condition. The first easy to protect labor is managed, two is supplying ensuring that to the patient , improves the internal environment of ward at the same time.6)Especially infecting the section ward every door emergency call administrative or tehcnical office, every consulting room , the hand movement water curing a room , washing a basin should set up mistake chew , may adopt elbow style , knee style or dyadic switch of pedal. If using the dyadic switch of pedal to must use the product guarding against leakage, the floor is to avoid using a place often damp , makes the patient , the medical personnel slip down , an accident happened. Operation waits for the operating room , the delivery room to wash hands should adopt the constant temperature muddy water valve , the constant temperature to produce water, taking as an example infrared ray induced electromagnetic valve control mode for fine. Cure skill part control laboratory , laboratory of administrative or tehcnical office have the peculiar request , water chews the form should ascertain whose water according to every administrative or tehcnical office coming functional request chewing.7)Many administrative or tehcnical office, especially downstream pipelines such as pickling bath , the pool disinfecting , develop pool in administrative or tehcnical office such as checking the room , the control laboratory , emitting section responds to of hospitals are adopt to be able to bear the rotten PVC2U draining off silent stock tube.8) Pair of filth , waste water of all kinds must classify strictly according to the country in connection with the effluent standard , the field carrying out a pertinency with different treatment handicraft deals with and handles.9) Uses a function to need since the modern hospital needs to be satisfied with not only , wants to think that the interior outside environment is beautiful too at the same time. The building needs especially door emergency call, cures skill sometimes because of medical treatment function , give the horizontal stroke draining away water , erect a tube arrange to lie scattered comparatively, more bright dew is in interior, warm the pipeline exchanging special field up in addition sometimes , make the pipeline that the room inner clearly shows more than the correct or required number , both inelegant, and affect hygiene. This demands right away in the process ofengineering design , the rational arrangement the structure form should fully utilize not being the same as is carried out, needs to make the various pipeline conceal arrangement to the full according to the function , pays attention to beautiful befitting one's position or suited to the occasion under not affecting the premise being put into use. Certainly, these require that building structure special field is dense. Tier of furred ceilings and the basement top sometimes are every special field pipeline aggregation field , every special field norm and request having every special field , each sometimes arranges if the building designs middle in the ward,whose result either increase building storey height, or cannot attend to one thing without neglecting another. For overcoming this one abuse, should think in general that bigger flue pipe arrangement be in the most superjacent, it's on the down part is that several special field arrangement props up the public space being in charge of , down part is to arrange to give draining off , driving force , strong , weak electricity every system to do a tube again. Such is arranged than form arrangement is other comparatively economical , pragmatic.10) Exchangers forms choice. In the system the tradition hospital hot water is supplied, people adopt volume mainly dyadic exchanger. Have been to think that what be provided steam amounts and hot water supplies the adjustment amounts dispatching value between maximum value mainly , have diminished a steam boiler designing amounts , have decreased by boiler room Zhan field area , have saved one time investment. People demands but more highly, and more highly, especially the example discovering army group bacterium pathopoiesia in life hot water to water quality now , the altitude arousing people takes seriously. Be a bacterium mainly because of in the water 55 ~C is the easiest to breed an army group in 30 ~C ~, WHO (WHO) is recommended by for this purpose: "Hot water responds to in 60 ~C use And cycle at least above 50 ~C. Come if some users, need to fall to 40 ~C or 50 ~C or so with the faucet water temperature, to come true being able to use a thermoregulation to blend a valve at this time. The growth being a temperature Bu Li Yu pneumonia diplococcus swear to store water, is a regulating valve's turn to should set up the place closing down and suspending operation of point in drawing near". This be especially important to the hospital. Because of being in hospital the weak having disease,if bacterium of army group happened within the hospital is to be harmful for patient to treat and recover from the illness,the hospital has a grave responsibility. At present small hospital within the hospital especially a little condition is relatively poor , include the part area level hospital, 24 unable hs supply hot water, and volume the dyadic converter inner water temperature is to useechelon in inside of exchanger, the water temperature very difficult to make keeps in 60 ~C or so. Thereby, lead to volume produce the bacterium of army group in the pipeline supplying hot water system within dyadic exchanger , change a hospital using the exchanger form to respond to be a task of top priority. Adopt half to be to heat up style or be a dyadic hot exchanger , make whose hot water supply the system water temperature keeping the water supply being in progress in all above 60 ~C area all the time, occurrence propagating , completely eradicating the bacterium of army group in order to avoiding the bacterium of army group.二MULTILAYER WATER SUPPL Y SYSTEMAt present, great majority cities municipal administration pipe network pressure can maintain above 2 kilograms in the homeland , take place individual small town water pressure can reach 4 kilograms even. The pressure therefore, building the municipal administration pipe network's to the same multilayer has been already sufficient , has been in a small town especially since but municipal administration pipe network water yield supplying water , water pressure fluctuation are bigger. Have several kinds the following types mainly for overcome these shortcomings , multilayer water supply system design.1) Direct water supply type is that pressure , direct water supply , sort making use of municipal administration pipe network directly apply to slightly high area of municipal administration pipe network pressure or higher range of water works vicinity pressure inner. The shortcoming it is water yield , water pressure to be able to not ensure that. This water supply scheme economy function is very good but, to less pipe network of scale , does not need any other equipment or measure.2) Water box water supply types have led municipal administration pipe network water to roof water box , discrepancy in elevation , gravity depending on a water box and using the water appliance have supplied water , have overcome water pressure water yield block of wood stability and then. Since but, secondary pollution, moreover, water box volume that the water box there exists in possibility is bigger,this way does not encourage therefore.3) Water boxes , pipe networks ally self with a type when the ordinary time water yield water pressure is sufficient , unnecessary water enters the roof water box when covering water supply , overpressure as with a net directly from municipal administration, think that the water box supplies water to the consumer by gravity automation when pressure or the water yield is insufficient. The main force who is that regular directness supplies water on physics structurestretches the top cut-over water box , sets up and one exhalent siphon from the water box. Owe a scheme the volume having diminished a water box, and make water not need to enter a water box staying this one step , hygiene reliability increase by. The problem is (that the municipal administration now pipe network can accomplish) but if longtime stabilivolt supplies water , the water sojourn time in water box is on the contrary greatly increase by , easier to be contaminated. And, the water box all must readjust oneself to a certain extent in the building in all usage water boxes system most higher place, attractive looks being able to affect a building in some occasion , the physical design building even.4) Pressure jars supply water since insecure water box factor , reason why use the jar sealing off reliable pressure to replace, and the pressure jar does not need, high position lay down, attractive looks and structure not affecting a building bearing , go down well very much over the past few years. Pressure jar system requires that the water pump and autocontrol system have to fit but , feasible cost increases by to some extent. However, in the late years whose market price already lets many consumers be able to choose.Systematic pressure jar principle is to make use of a water pump water compression to be sent to receive the pipe network building the inside , thinks that water enters the pressure jar , reaches certain pressure time , water pump motor stoppage or reduces the speed when pressure is too big,While pressure is smaller than regulation value, the pressure jar conveys water to the outside and starts the water pump or acceleration at the same time (frequency conversion water pump).5) Two time of compression types can make do for to small-scale consumer ,if the building , the pressure jar are only systematic. The direction that the dwelling house spends at present to housing estate develops but, shows for the cluster arrangement that multilayer builds , concentrates stabilivolt mainly. The ability can not satisfy a request with pressure jar volume , the water pump concentrates compression therefore having appeared give first place to, pressure jar stabilivolt (remove the system water hammer) is subsidiary way. Economy cost rises only , also needs the specially-assigned person upkeep. Besides, pipe network system belongs to low pressure since tier of numbers are not many, pipeline, the direct cut-over without exception with layers consumer is be OK , comparatively simple. The steel tube prepares pipeline material with low pressure low pressure PPR silent stock tube give first place to.译文:医院建筑给水排水随着现代医学科学的迅速发展,新技术、新医疗设备层出不穷,从而与之相符的现代化医疗建筑———医院,也面临着新的设计理念和新技术的运用。

给排水专业英语汇总

给排水专业英语汇总

UNIT1给水工程water supply engineering排水工程sewetage engineering市政工程civil engineering市政工程师civil engineer环境工程environmental engineering 水文学hydrology水力学hydranlies水环境natural aquatic environment流域watershed水体waterbody地表水surface water新鲜水freshwater地下水groundwater含水层aquifer天然含水层natural aquifer地下含水层underground aquifer水文循环natural hydrologic cycle渗滤infiltration降水precipitation渗入precolation蒸发evaporation蒸腾transpiration城市水文循环urban hydrologic cycle 水源water source水资源water resource取水water withdrawal水处理water treatment配水water distribution用水water useW or d文档资料污水wastewater废水abwasser废水收集wastewater collection废水处理wastewater disposal受纳水体receiving waters污染pollution pollute污染物pollntant玷污、污染contamination致污物contaminant未污染uncontaminated水污染water pollution水污染控制water pollution control水污染防治water pollution prevention污水回用wastewater reuseUNIT2水短缺water scarcity地表水资源surface water resource管网Pipe Network供水系统water supply system市政配水系统municipal distribution system建筑给水系统house water supply system分区供水系统dual distribution system小区micro district小社区small community冷水供水系统cold water supply system热水供水系统hot water supply system消防系统fire protection system喷淋系统fire protection sprinkler system自动水幕系统automatic drencher system半自动水幕系统semi automatic drencher system消火栓hydrant排水系统drainage system生活排水系统sanitary system工业排水系统industrial system雨水排水系统stormwater system合流制combined sewers分流制separate sewers建筑排水系统building drainage system卫生洁具plumbing fixtures卫浴设备bathroom fixtures输水系统water transmission system漏水率leakage rate配水系统water distribution system环状管网grid system支状管网branching system下水管道sanitary sewer污水节流管intercepting sewer污水节流系统intercepting sewer system污水节流井sewage intercepting cell支管collection sewer collector sewer生活污水sanitary sewagedomestic sewagedomestic wastewater工业污水industrial wastewater工业污水/液/物industrial wastes农业用水agricultural wastewater/wastes雨水rainwater stormwater水位waterlevel海拔、标高elevation坡度grade倾斜度slope明渠Open channel开挖excavation深度excavation depth水力分析hydraulic analysis水头pressure head总水头total headUnit3水头损失Head loss速度头动压头Velocity head静压Static head摩擦水头Friction head水力坡度线Hydranlic grade line 重力流Gravity flow水塔Water castle贮水箱Cistern泵站Pump station给水泵站Water pump station 污水泵站Sewage station提升泵站Lift pumping plant增压泵Booster pump离心泵Centrifugal pump潜水泵Submer sible pump潜水艇Submerine深井泵Well pump虹吸虹吸管Siphon人孔Manhole法兰Flange阀门ValveW or d文档资料闸阀Gate valve泵送系统Pumping system流量Flow rate流速Fluid velocity层流Laminar flow滞流粘性流viscous flow过渡流Transitional flow湍流Turbulent flow紊流Turbulence flow涡流Eddying flow雷诺数Teynolds number水质Water guality水源Water sources供水水源Water supples原水Raw water未处理水Untreated water出水Finished water原水水质Raw-water quality水质标准Water quality standards水质要求Water quality requirements饮用水Drink water\potable water自来水Tap water纯水Pure water饮用水标准Drinking water standards饮用水一级标Primary drinking water standards最大允许浓度Maxmum permissible levelsmaxmum allowable levels最大污染物浓度Maxmum contaminant levels主要污染物Primary contaminants有机化合物Organic chemicals合成有机化合物Synthetic organic chemicals挥发性有机化合物Volatile organic ohemicals无机化合物Inorganic chemical微生物Micro organisms\microbes微生物污染Microbial contaminants病原微生物Pathogenic micro organisms病原体Pathogenic病毒Pathogenic bacterin细菌Bacteria大肠杆菌Coliform bacteria病毒Viruses藻类Algae浊度Turbidity放射性Radionuclide感官性状Esthetic qualities审美Esthetic味Taste嗅Odo色Colour变色Discolouration变色Discolor水质物理参数Physical parameters of water quality水的物理性质Physical quality of water浊度值Turbidity values浊度单位Turdidity unit浑浊单位Turdid嗅阈值Threshold odor number化学性质Chemical quality水质化学参数Chemical parameters of water quality溶解氧Dissolved oxygen(DO).溶解氧浓度Do level溶解氧平衡Do balance氧损Oxygen depletion有机污染物Organic pollutant生化需氧量Biochemical oxygen demand(BOD)总氮Total nitrogen(TN)总凯式氮Total Kjeldahl nitrogen(TKN)悬浮固体Suspended solids(SS)总悬浮固体Total suspended solids(TSS)溶解Dissolved(DS)总溶解Total dissolved(TDS)Unit4溶解的铁和锰Dissolved iron and manganese硬度Hardness碱度Alkalinity盐度Salinity有害物质Toxic and hazardous materials氰化物Cyanides急性毒性Acute toxity慢性毒性Chronic toxity基因毒性Genetic toxicity基因Gene难降解有机化合物Refractory organic chemicals 永久性有机污染物Persistent organic pollutants 致癌化学性Carcinogenic chemicals三卤甲烷Trihalo methanes卤素Halogen甲基Methyl氯仿Trichloromethane三氯甲烷ChloroformW or d文档资料杀虫剂农药Pesticide害虫Pest杀虫剂Insecticide除草剂Herbicide杀菌剂Germicide细菌Germ防腐剂Preservative保证Preserve清洗剂Cleaning agent洗涤剂Detergent发泡剂Foaming agent泡沫Foam化肥Fertilizer肥沃的Fertile富营养化Eutrophication营养的Trophic营养水平Trophic level生态位NicheUnit5原污水Raw sewage原废水Raw wastes处理水Treated wastes回用水Redaimed water水处理过程Water processing收集Collect处置Dispose处理方法Treatment method处理费用Treatment costs处理单元Treatment process运行模式Operational mode间歇处理方式Batch treatment approach均匀均化Equalization均匀Equalize调蓄水池Equalization storage调节池Equalization tank蓄水池Storage tank降解Degrade分解Decompose分离Separate隔离Separation物理法Physical process物理处理Physical treatment物理处理过程Physical treatment process一级处理Primary treatment初步处理Preliminary treatment格栅筛滤Screening格栅Screen格栅Bar screen栅条Bars钢栅条Steel bars渣耙Cleaning rakes圆形破碎机Circular grinder破碎Grind除砂Degritting砂Grit沙Sand除砂Grit removal沉砂池Grit chamber沉淀Settling沉淀池Settling tank澄清池Clarifier初澄清池Primary clarifier初沉池Primary settling tank一级出水Primary effluent二级处理Secondary treatment二级处理工艺Secondary treatment process 生物处理Biological treatment二澄清池Secondary clarifier二沉池Secondary settling tank最终澄清池Final clarifier最终沉淀池Final settling tank二级出水Secondary effluent三级处理Tertiary treatment深度处理Advanced treatment废水消毒Waste disinfection出流出水Effluent flow允许浓度Allowable levels优异出水High-quality polished effluent废水处理厂Wastewater treatment plant污水处理厂Sewage treatment plant二级处理厂Secondary treatment plant城市污水处理Municipal wastewater treatment市政工程Municipal engineering土木工程Civil engineering城市污水处理厂Municipal wastewater treatment plant 污水处理能力Sewage treatment capacity电容Capacitance污水处理设施Municipal treatment facilities W or d文档资料.多反应器设施Multi-reactor facility处理池Treatment tank负荷Load负荷Loadings水力负荷Hydrautic loading污染负荷Pollutant load有机负荷Organic load无机负荷Inorganic load不含化肥、农药无机的Unorganic周期性负荷Periodic(intermitlent)loading第五部分:物化处理1.混凝n.coagulation混凝过程coagulation process化学混凝chemical coagulation凝聚n.aggregation絮凝n.flocculationv.flocculate异向絮凝perikinetic flocculation同向絮凝orthokinetic flocculation混凝剂n.coagulant混凝剂投量coagulant dosage烧杯实验jar test最佳混凝剂投量optimum coagulant dosage助凝剂coagulant aid助凝剂flocculation aid聚电解质n.polyelectrolytes快速混合flash-mix,rapid-mix快速混合器flash mixer,rapid mixer混合池mixer tank快速混合池flash-mix tank絮凝器n.flocculator絮凝池flocculation tank固体接触池solids-contact tank澄清n.clarificationv.clarify澄清池n.clarifier高负荷澄清池high rate clarifier澄清水clarifying water2.沉淀n.sedimentation沉降n.sedimentation自由沉降plain settling拥挤沉降hindered settling重力沉降gravity settling沉淀池settling tank沉淀池,沉降池sedimentation tank矩形沉淀池rectangular settling tank圆形沉淀池circular settling tank管式沉淀池tube settler斜管沉淀池steeply inclined tube settler板式沉淀池parallel-plate settler板式沉淀池plate separator气浮n.floatation泡沫分离foam separation溶气气浮dissolved-air floatation气浮池floatation tank表面撇渣装置surface-skimming device撇去v.skim浮渣n.scum浮渣槽scum trough刮泥机sludge scraper排泥sludge drawoffsludge withdrawal预沉淀n.presedimentation预沉淀池presedimentation basin3.过滤n.filtration滤池n.filter慢滤池slow filter快滤池rapid filter高速(负荷)滤池high rate filter砂滤池sand filter慢砂滤池slow sand filter快砂滤池rapid sand filter重力滤池gravity filter压力滤池pressure filter过滤介质,滤料filter medium石英砂silica sand无烟煤n.anthracite硅藻土diatomaceous earth煤—砂滤床coal-sand beds多层滤料multilayered media混合滤料mixed media双层滤料滤池dual media filter双层滤池two-layer filter粗滤料coarse media细滤料fine mediaW or d文档资料.助滤剂filter aid滤后水,滤出水filtered water滤后水,滤池出水filter effluent滤前水,滤池进水filter influent浊度穿透turbidity breakthrough过滤周期filter cycle清洗周期cleaning cycle刮砂法scraping method表面刮砂surface scraping反冲洗backwashing水力反冲洗hydraulic backwashing水力反冲洗hydraulic backwash水力分级hydraulic grading4.消毒n.disinfectionv.disinfect消毒剂n.disinfectantdisinfection agent杀菌剂n.germicide消毒过程disinfection process消毒副产物disinfection by-products氯化n.chlorinationv.chlorinate氯化水chlorinated water预氯化n.prechlorination氯化消毒副产物by-products of chlorination化学消毒剂chemical disinfectants液氯liquid chlorine,liquefied chlorine氯胺n.chloramines次氯酸盐hypochlorites次氯酸钠sodium hypochlorite二氧化氯chlorine dioxide臭氧n.ozone臭氧化,臭氧消毒n.ozonation臭氧化v.ozonate紫外线(UV)ultraviolet radiation(UV)伽马射线gamma radiation灭活n.inactivationv.inactivate接触时间contact time需氯量chlorine demand加氯量,投氯量chlorine dosage,applied chlorine自由氯,游离氯free chlorine,free available chlorine化合氯combined chlorine剩余保护residual protection余氯residual chlorine余氯量chlorine residual自由余氯free residual chlorine自由氯余量free chlorine residual化合余氯combined residual chlorine化合氯余量combined chlorine residuals折点氯化(法)breakpoint chlorination折点氯化曲线breakpoint chlorination curve折点加氯量breakpoint dosage氯折点chlorine breakpoint压力钢瓶pressured steel cylinder臭氧发生器ozone generator需臭氧量ozone demand剩余臭氧量ozone residual剩余臭氧residual ozone致病微生物,病源微生物pathogenic microorganisms病原体n.pathogens致病细菌或病毒pathogenic bacteria or viruses 细菌n.bacteria大肠杆菌coliform bacteria阿米巴氏菌amoebic cysts孢子,芽孢n.spores病毒n.viruses藻类n.algae原生动物n.protozoa5.氧化n.oxidation还原n.reduction氧化剂n.oxidant强氧化剂strong oxidizing agent高级氧化法(AOP)advanced oxidation process 高级氧化工艺(AOP)advanced oxidation process 高级氧化过程(AOP)advanced oxidation process 高级氧化技术(AOT)advanced oxidation technology6.吸附n.adsorption活性炭(AC)activated carbon粉末炭(PAC)powdered activated carbon粒状炭(GAC)granular activated carbonW or d文档资料.颗粒活性炭(GAC)granular activated carbon活性炭纤维(ACF)activated carbon fiber再生n.regenerationv.regenerate吸附剂n.adsorbent吸附质n.adsorbate吸附塔,吸附柱adsorption column吸附床adsorption bed空床接触时间empty bed contact time吸附带mass transfer zone快速小柱试验rapid small scale column test生物活性炭(BAC)biological activated carbon7.离子交换n.ion exchange离子交换树脂ion exchange resin离子交换器ion exchanger离子交换柱ion exchange column硬度n.hardness除硬hardness removal软化n.softeningv.soften化学软化chemical softening沉淀软化precipitation softening除盐,脱盐n.desaltinationv.desalt去矿化n.demineralizationv.demineralize离子交换软化法ion exchange softening process离子交换除盐法ion exchange desalting process复床combined bed混合床mixed bed8.膜分离membrane separation微滤n.microfiltration超滤n.hyperfiltration纳滤n.nanofiltration反渗透reverse osmosis渗透n.osmosis半透膜semipermeable membrane电渗析n.electrodialysis渗析n.dialysis9.其它处理方法中和n.neutralizationv.neutralize酸性废水acidic wastes化学沉淀chemical precipitation沉淀软化precipitation softening电解n.electrolysis电除盐(EDI)n.electrodeionization吹脱、汽提法n.stripping冷却n.cooling冷却水cooling water冷却塔cooling tower第六部分生物处理生物反应器n.bioreactor微生物n.microorganismsn.microbes微生物种群microbial population混合群落mixed communities细菌n.bacteria原生动物n.protozoa真菌n.fungi轮虫n.rotifers生长n.growth繁殖n.reproduction世代时间generation time生长速率growth rates环境因子environmental factors生态因子ecological factors微生物生长动力学microbial growth kinetics1.迟滞期lag phase2.对数生长期exponential-growth phase3.减速生长期decling growth phase稳定期stationary phase4.源呼吸阶段endogenous stage源生长期endogenous growth phase源呼吸endogenous respiration底物,基质n.substrate底物(基质)利用substrate utilization生物量n.biomass生物反应biological reaction生物氧化biological oxidation生物降解n.biodegradation生物降解性n.biodegradability生物可降解的,可生物降解的 a.biodegradable 不可生物降解的 a.nonbiodegradable生物处理biological treatmentW or d文档资料.废水生物处理biological wastewater treatment厌氧氧化anaerobic oxidation废水生物处理系统biological wastewater treatment兼性的 a.facultativesystem兼性菌facultative bacteria 污水生物处理系统biological sewage treatment好氧环境aerobic environmentsystem厌氧环境anaerobic environment生物处理法biological treatment process营养物n.nutrients生物处理装置biological treatment unit无机营养物inorganic nutrients串联in series营养物去除nutrient removal悬浮生长处理法suspended-growth treatment营养物生物去除biological nutrient removal processes脱氮除磷nitrogen and phosphorus removal 生物固体biological solids生物硝化biological nitrification活性污泥activated sludge硝化菌nitrifying bacteria附着生长处理法attached-growth treatment生物反硝化,生物脱氮biological denitrification processes生物除磷biological phosphorus removal附着的微生物attached microbes微生物附着生长attached microbial growth1.活性污泥法activated sludge process生物膜n.biofilm微生物n.microorganisms n.microbes细菌n.bacteria代谢n.metabolism生物絮体biological flocv.metabolize微生物絮体microbial floc稳定,稳定化n.stabilization活性污泥activated sludgev.stabilize絮状活性污泥flocculate-bacterial sludge生物代谢biological metabolism回流活性污泥(RAS)returned activated sludge 微生物代谢microbial metabolism回流污泥returned sludge好氧的 a.aerobic回流污泥recycled sludge好氧菌aerobic bacteria剩余污泥excess sludge好氧微生物aerobic microorganisms废活性污泥(WAS)waste activated sludge好氧氧化aerobic oxidation废污泥waste sludge厌氧的 a.anaerobic曝气池aeration tank厌氧菌anaerobic bacteria曝气池aeration basin曝气池aeration chamber完全混合曝气池completely mixed aeration basin 活性污泥池activated sludge tank曝气n.aeration混合n.mixing曝气系统aeration system曝气器n.aerator压缩空气compressed air空气压缩机,空压机air compressor鼓风机,风机n.blower循环/切换n.cycling/switchover扩散装置,扩散器n.diffuser空气扩散装置,空气扩散器air diffuser鼓泡空气扩散装置(扩散器)bubble air diffuser 微气泡扩散装置(扩散器)fine-bubble diffuser 扩散板plate diffuser扩散管tube diffuser扩散罩dome diffuser微气泡扩散曝气fine-bubble diffused aeration 微气泡fine-bubble大气泡coarse-bubble静态混合器static mixer机械曝气系统mechanical aeration systems机械曝气mechanical aeration表面曝气surface aeration表面曝气器surface aerator需氧量oxygen demand供气量air supply氧转移效率oxygen tansfer efficiencyW or d文档资料.可沉降固体settleable solids进水负荷influent load挥发性固体volatile solids分段进水step loading非挥发性固体nonvolatile solids渐减v.taper挥发性悬浮固体(VSS)volatile suspended solids渐减曝气tapered aeration混合液mixed liquor接触稳定活性污泥法混合液悬浮固体(MLSS)mixed liquor suspended contact stabilization activated sludge processsolids再曝气n.reaeration混合液挥发性悬浮固体(MLVSS)mixed liquor volatile曝气—沉淀—再曝气suspended solids aeration-sedimentation-reaeration污泥沉降比(SV)settling velocity完全好氧处理法污泥容积指数(SVI)sludge volume index complete aerobic treatment process比耗氧速率(SOUR)specific oxygen uptake rate高负荷(完全混合)活性污泥法high-rate(completely mixed)activated sludge process 污泥龄sludge age延时曝气活性污泥法曝气池容积aeration tank volume extended aeration activated sludge process曝气时间aeration period延时曝气法extended aeration process曝气时间aeration time延时曝气extended aeration水力停留时间(HRT)hydraulic residence time氧化沟oxidation ditch水力负荷hydraulic loading水平转刷horizontal rotorBOD负荷BOD loading转刷曝气rotor aeration笼型转刷caged rotor普通活性污泥法conventional activated sludge吸附—生物降解工艺(AB法)process adsorption-biodegradation process传统活性污泥法conventional activated sludge序批式活性污泥法(SBR法)sequencing batch reactor process(SBR)process、标准活性污泥法standard activated sludge process序批式活性污泥法(SBR法)sequential batch reactor 传统活性污泥厂conventional activated sludge plant(SBR)process阶段曝气活性污泥step aeration activated sludge SBR法SBR processprocess序批式反应器(SBR)sequencing batch reactor(SBR)分段v.step序批式反应器(SBR)sequential batch reactor初沉primary clarification 曝气n.aeration二沉secondary clarification 初沉池primary clarifier二沉池secondary clarifier.生物反硝化,生物脱氮biological denitrification生物转盘法biodisc process缺氧—好氧脱氮工艺(A/O法)生物转盘rotating biological contactor anoxic-oxic process生物转盘n.biodisc厌氧—缺氧—好氧法(A2/O法)塑料盘片plastic discs泵送系统pumping system活性污泥法activated sludge process变体n.variantSBR运行周期SBR cycle处理周期process cycle进水阶段fill phase进水阀influent valve反应阶段react phase沉淀阶段settle phase清水,上清液clear water上清液n.supernatant排水阶段draw phase滗水阶段decant phase滗水装置decant mechanism闲置阶段,待机阶段idle phase营养物去除nutrient removal营养物生物去除biological nutrient removalanaerobic-anoxic-aerobic processA-A-O法同步脱氮除磷工艺anaerobic-anoxic-aerobic process脱氮除磷nitrogen and phosphorus removal厌氧氨氧化(ANAMMOX)anaerobic ammonium oxidation生物除磷biological phosphorus removal膜生物反应器(MBR)membrane biological reactor2.生物膜法生物膜n.biofilm生物膜反应器biofilm reactor生物滤池n.biofilter生物过滤n.biofiltration旋转布水器rotary sprinkler填料n.packings轻质盘片lightweight discs水平轴horizontal shaft生物粘液biological slime粘液层slime layer生物流化床biological fluidized bedbiological fluidised bed生物流化床反应器fluidized-bed bioreactor移动床生物膜反应器(MBBR)moving-bed biofilm reactor3.厌氧生物处理发酵n.fermentationv.fermentate产酸细菌n.acidogens产甲烷细菌n.methanogens产酸阶段acidogenic phase碳源carbon source塑料管状或蜂窝状填料plastic tubular or产甲烷阶段methanogenic phase硝化n.nitrificationv.nitrify硝化菌nitrifying bacteria反硝化n.denitrification v.denitrify脱氮n.denitrification W or d文档资料honeycomb-shaped packings滴滤池trickling filter普通生物滤池trickling filter高负荷生物滤池high-rate filter塔式生物滤池tower biofilter曝气生物滤池(BAF)biological aerated filter水解n.hydrolysisv.hydrolysis产酸发酵acidogenic fermentation产氢产乙酸H2-producing acetogenesis产甲烷methanogenesis产酸菌acid formers.产甲烷菌methane formers,厌氧流化床反应器methane-forming bacteria anaerobic fluidized-bed reactor有机酸organic acids厌氧生物转盘挥发性脂肪酸(VFAs)volatile fatty acids anaerobic rotating biological contactor硫酸盐还原sulfate reduction4.自然生物处理系统硫酸盐还原菌sulfate-reducing bacteria自然净化系统natural purification system上流式厌氧污泥床(UASB)稳定塘stabilization ponds upflow anaerobic sludge blanket stabilization lagoons上升流速upflow velocity氧化塘oxidation ponds土地处理系统land treatment systems厌氧折流板反应器(ABR)废水土地处理land treatment of wastewater anaerobic baffled reactor净化过程purification process自然净化natural purification两段或两级厌氧生物处理two-stage anaerobicbiotreatment污水塘sewage lagoon两相厌氧生物处理two-phase anaerobic biotreatment稳定塘stabilization ponds产酸相acidogenic phase stabilization lagoons产甲烷相methanogenic phase氧化塘oxidation ponds好氧塘aerobic pond消化n.digestion兼性塘facultative pondv.digest好氧生化反应aerobic biochemical reaction 消化池n.digestor厌氧生化反应anaerobic biochemical reaction 厌氧消化anaerobic digestion厌氧分解anaerobic decomposition污泥消化sludge digestion厌氧分解decompose anaerobically厌氧消化池anaerobic digestor好氧稳定aerobic stabilization厌氧接触法anaerobic contact process细菌n.bacteria厌氧膨胀床反应器藻类n.algaeanaerobic expanded-bed reactor微型植物microscopic plantsW or d文档资料出流,出水effluent flow光合作用n.photosynthesis厌氧塘anaerobic pond曝气塘aerated pond修饰塘polishing pond熟化塘maturation lagoon深度处理塘advanced treatment pond三级处理塘tertiary treatment pond土地处理工艺(过程)land treatment processes关键因素critical factors土壤类型soil type气候n.climate土地处理系统land treatment systems慢速土地处理系统slow rate land treatment system低负荷土地处理系统low-rate land treatment system三级处理水平tertiary treatment level灌溉n.irrigationv.irrigate土壤的天然过滤和吸附性质natural filtration and adsorption properties of soil投配的废水applied wastewater垄—沟表面布水ridge-and-furrow surface spreading喷洒布水系统,喷灌布水系统sprinkler systems快速渗滤土地处理系统rapid infiltration land treatment system.渗滤—渗透土地处理infiltration-percolation land污泥减量sludge volume reduction搅拌作用stirring actiontreatment快速渗滤rapid infiltration快速渗滤法rapid infiltration method过滤作用filtering action吸附作用adsorption action地表漫流土地处理系统overland flow land treatment system地表漫流overland flow径流集水沟runoff collection ditch物理、化学和生物过程physical,chemical,and biological processes 湿地n.wetland天然湿地natural wetland人工湿地constructed wetlandman-made wetland第七部分:污泥处理、处置与利用污泥n.sludge生活污水污泥sewage sludge污泥体积,污泥量sludge volume原污泥,生污泥raw sludge新鲜污泥,生污泥fresh sludge消化污泥,熟污泥digested sludge混合污泥mixed sludge污泥处理sludge treatment污泥处置sludge disposal最终处置ultimate disposal填埋ndfillW or d文档资料污泥稳定化sludge stabilization(污泥)浓缩n.thickening污泥浓缩sludge thickening稳定,稳定化n.stabilizationv.stabilize稳定了的污泥stabilized sludge调理(调节)n.conditioningv.condition脱水n.dewateringv.dewater干化n.drying污泥干化场sludge drying bed污泥干燥heat drying干燥器n.dryer污泥焚烧,污泥焚化n.incineration焚烧炉,焚化炉n.incinerator污泥浓缩sludge thickening物理过程physical process含水过多的污泥watery sludge稀污泥thin sludge处理装置treatment unit浓缩池n.thickener重力浓缩gravity thickening重力浓缩池gravity thickener圆形污水沉淀池circular sewage sedimentation tank刮泥机sludge scraper底流n.underflow浓缩的底流thickened underflow浓缩污泥thickened sludge出水n.effluent上清液n.supernatant溢流v.overflow堰n.weir气浮浓缩floatation thickening溶气气浮dissolved-air floatation气浮池floatation tank入流污泥influent sludge污泥絮体sludge flocs撇去v.skim漂浮污泥层floating sludge layer污泥消化sludge digestion消化池n.digester消化池装置digester unit消化n.digestionv.digest有机固体organic solids生化分解biochemical decomposition好氧消化aerobic digestion好氧污泥消化aerobic sludge digestion好氧消化过程aerobic digestion process活性污泥池activated sludge tank预制的(成套)活性污泥处理系统prefabricated(package)activated sludge treatmentsystems预制的接触稳定或prefabricated contact stabilization or 延时曝气处理系统extended aeration treatment systems BOD负荷BOD loading细胞物质cellular mass源衰亡endogenous decay厌氧消化anaerobic digestion厌氧污泥消化anaerobic sludge digestion有盖的圆形池covered circular tank消化过程digestion process厌氧消化过程anaerobic digestion process 生化反应biochemical reactions有机酸organic acids挥发性脂肪酸(VFAs)volatile fatty acids甲烷气methane gas末端产物end product指示剂n.indicator污泥消化池气体sludge digester gas污泥沉淀sludge settling污泥储存sludge storage消化污泥digested sludge充分消化的污泥well-digested sludge消化池上清液digester supernatant中温消化mesophilic digestion高温消化thermophilic degestion污泥脱水sludge dewatering混合堆肥co-compostingW or d文档资料.污泥处理总成本overall sludge-handling costs第八部分:废水回用地表水资源surface water resource地下水资源groundwater resource水短缺water scarcity回用n.,v.reuse废水回用wastewater reuse直接回用direct reuse直接废水回用direct wastewater reuse间接回用indirect reuse间接废水回用indirect wastewater reuse出水处理effluent treatment回用水reclaimed water排放n.,v.discharge保留n.retention循环n.recyclingv.recycle部分处理n.partial treatment最终用途end use城市污水回用municipal wastewater reuse灌溉n.irrigation景观灌溉landscape irrigation地下水回灌groundwater recharge市政回用municipal reuse直接市政回用direct municipal reuse深度处理,高级处理advanced treatment分质供水系统dual-distribution system间接市政回用indirect municipal reuse供水系统,给水系统water supply system取水口n.intake天然同化能力natural assimilative capacity人工回灌artificial recharge深井注射deep-well injection浅表布水shallow surface spreading渗透n.percolation工业回用industrial reuse工艺废水,过程废水process wastewaters工艺补充水,过程补充水plant process makeupwater冷却塔水cooling tower water选择性处理optional treatment水费water costs回用的城市污水reclaimed municipal wastewater工业过程industrial processes冷却水cooling water锅炉给水boiler feedwater灌溉回用irrigation reuse废水直接灌溉direct irrigation with wastewater低负荷土地处理系统low-rate land treatmentsystem间接灌溉回用indirect reuse for irrigation废水排放wastewater discharge雨水回用storm water reuse可回用水reusable waterPartⅨ:第九部分:投资成本,投资费(用)capital costs.建设成本,建设费(用)construction costs运行成本,运行费(用)operating costs能耗成本energy costs运行维护operation and maintenance运行控制operational control控制系统control system仪表/控制系统instrumentation/control system自动控制系统,自控系统automatic control systemW or d文档资料。

建筑给水排水基本术语中英对照翻译

建筑给水排水基本术语中英对照翻译

建筑给水排水基本术语中英对照翻译Building Water Supply and Drainage Terms Translation建筑给水排水基本术语中英对照翻译IntroductionBuilding water supply and drainage is an essential part of the construction process. Understanding the terminology involved is critical to ensure proper installation and safety. This article will provide a English to Chinese translation of some basic building water supply and drainage terminology for those involved in the construction industry or those looking to improve their language skills.术语Terminology1. Main Water Line: 主供水管2. Supply Line: 供水管道3. Drain Line: 排水管道4. Sewer Line: 污水管道5. Valve: 阀门6. Shut-off Valve: 切断阀门7. Pressure Regulator: 压力调节阀8. Pressure Relief Valve: 减压阀9. Backflow Preventer: 防回流阀10. Floor Drain: 地漏11. Trap: 管道弯头12. Trap Seal: 弯头水封13. Vent: 排气管14. Cleanout: 清洁口15. Water Meter: 水表16. Water Softener: 软水器17. Water Heater: 热水器18. Waste Water: 废水19. Grey Water: 灰水20. Black Water: 黑水Translation and Explanation1. Main Water Line: The main water line refers to the water supply line that brings water from the city or town's main water supply to the building.主供水管:主供水管道是指将城市或镇的主要供水管带水进入建筑物的供水管道。

上海某办公楼给排水系统设计外文文献翻译、中英文翻译、外文翻译

上海某办公楼给排水系统设计外文文献翻译、中英文翻译、外文翻译

Water Supply And Drainage Engineering Design for A Certain Office Building of ShanghaiGeneral Illustrate of the DesignI. Source of the designThe target of the design is water supply and drainage engineering of a certain office building of Shanghai. The task is entrusted by the “Tunnel Project Tunnel Administration Center of East Fu Xing Road”, appointed to design by the “Tunnel Project Track Traffic Design Research Institute of Shanghai”.II. Design standardThe water supply and drainage engineering design is processed according to the design specification, “Code for Design of Building Water Supply and Drainage” (GB50015-2003) strictly, while the fire-fighting system design is according to the “Code for Design of Water Extinguishing System Of Civil Buildings” (DGJ08-94-2001).III. Design principle1. Design considerations and range of the designingAccording to the design trust deed and written instructions or comments of the related departments given by the owner, the design of the water supply and drainage system and fire-fighting system in the room is carried out according to current design specification and relevant regulations.2. Water supply and drainage systemBecause the pressure of the municipal water supply pipe network is insufficient throughout the year, the life water supply system is the pond - the water supply system of the water pump originally. The pond and the water pump concentrate on locating the basement. 15T roof water tank is used in fire control only, storing indoor fire control water consumption of 10min. The water is supplied by the life water pump. The life water pump is started automatically.In this project, it is adopted dirty to abolish moisture discharged to shed in principle.3. Fire-fighting systemThe indoor fire hydrant system adopts the temporary high-pressure system. The water consumption of fire control is 20L/s. Two fire pumps which are set up in the pump house for fire control (standby for each other) suck the feed pipe of municipalfire control directly. Two sets combining device of water pumps are set up.4. Equipment and pipe fittings(1) Capital equipment and fittings meet the capital equipment and material form.(2) Pipe material and valvea. Feed pipes adopt PP-R pipes, hot to melt and join; the drainage pipes adopt UPVC pipes;b. Penstock, outlet pipes, blowdown pipes of the water tank and pond, and the pipes since water tank and pond to valves also adopt PP-R pipes all. The pond inboard wall sticks to the ceramic tile;c. The fire control pipeline adopts cast iron pipe, the flange is joined;d. Valves on the water pipe, <DN50, adopt the stop valve of the Model J11T-10, while ≥DN50, adopt the floodgate valve of the Model Z45T-10.5. The pipeline and rig up(1) Pipeline level prop hanger should set up live according to need, concrete method pay respects to national standard S161. All pipelines should try best to be installed stick to the floor , roof beam, the post.(2) See national standard 99S304 in domestic hygiene rig up.(3) The slope of the indoor drainage pipeline:90°oblique three direct links or oblique four direct links.(5) All cleaners and polishes are taken by oneself or related trap .(6) The pipeline passes through the floor, roofing place , its space part adopts the detailed stone concrete of C10 two times to smash really, the bottom should adopt the cement mortar of M10. The width of bricks laying are not smaller than 30mm, and the height of water blocking ring is not smaller than 25mm. Sleeve pipe root inlay in ground making level layer in conformity with nest.(7) Give drainage pipeline wear roof beam , floor ,etc., it should reserve holes ina utensil, unit in charge of construction must cooperate with the building construction closely in front of the concrete in casting, check the localization and size of reserving holes.(8) Indoor fire hydrant case have wall office to put the others inlay wall install , each fire hydrant case is to see 2001 Shanghai S313 to install.(9) The adapter type of the water pump, for the SQ type on the ground fire control water pump adapter (taking the relief valve).6. Pipeline equipment painting and warm keeping(1) PaintingRoom metal equipments that reveal prop up hanger , are needed to be brushedtwo layers of red lead after eliminating, and two layers of antirust paint.(2) Warm keepingThe water supply pipeline that will be exposed installation in the room adopts the ultra thin glass wool to keep warm , the thickness of heat preservation is 30mm. Outside make glass cloth to be waterproof, the concrete method can be looked up from national standard 87S159.7. Pressure in pipelines test(1) After the supply water pipeline is installed in the room, it should be tested by 1.5 times of working pressure. The fire-fighting pipeline pressure test is processed by1.6MPa.(2) The drainage pipeline of the ground is put or buried secretly in the room , must be poured water to test before being concealed. It should highly not be lower than the height of ground floor to pour water. Pouring water for 15 minutes after the surface of water drops, fill with and last 5 minutes , it is qualified not to drop to the liquid .(3) Drain off water and set up and is in charge of needing to make open ball of open water to test.Originally prove that has not been stated, deal with the additional remarks on the drawing according to the pertinent regulations of state.This design drawing is except that elevation is counted with the rice, the others are counted with mm. , level ground elevation is the relative elevation inside and outside the room, regard inland level ground elevation of room of ground floor as basic elevation . The feed pipe refers to in charge of the centre elevationing , the drain pipe refers to the bottom elevation while managing.IV. Architectural design materials1. Construction design material(1) The plane figure of every storey of the building, elevation, the big master drawing of the bathroom.(2) This office building is a building of structure of a five-storey reinforced concrete frame. Storey of the basement is 4.9m high, and the 1st floor to the 5th floor is successively 4.5m, 3.8m, 5.5m, 4.9m, 3.8m high. The elevation of the first layer of indoor ground is ±0.000m.2. Operating position of the buildingThe building originally designed is the five - storey office building .There are the municipal water supply pipe network in the east of the building, municipal fire control water supply pipe network in the north. The pipe diameter is DN150, it is 1 meter to in charge of carrying and covering the thickness of soil, long-term working pressure that can be offered is 100kPa.译文:上海某办公楼给排水系统设计设计总说明一、设计任务来源此次设计的对象是上海某办公楼给排水工程(含消防),经复兴东路隧道工程隧道管理中心委托,由上海市隧道工程轨道交通设计研究院委派进行设计。

建筑给水排水基本术语中英对照翻译

建筑给水排水基本术语中英对照翻译

建筑给水排水基本术语中英对照翻译(中德工程建筑设施智能技术093132 张伟)1、给水工程water supply engineering 原水的取集和处理以及成品水输配的工程。

2、排水工程sewerage ,wastewater engineering 收集、输送、处理和处置废水的工程。

3、给水系统water supply system 给水的取水、输水、水质处理和配水等设施以一定方式组合成的总体。

4、排水系统sewerage system 排水的收集、输送、水质处理和排放等设施以一定方式组合成的总体。

5、给水水源water source 给水工程所取用的原水水体。

6、原水raw water 由水源地取来的原料水。

7、地表水surface water 存在于地壳表面,暴露于大气的水。

8、地下水ground water 存在于地壳岩石裂缝或土壤空隙中的水。

9、苦咸水(碱性水) brackish water ,alkaline water 碱度大于硬度的水,并含大量中性盐,PH值大于7。

10、淡水fresh water 含盐量小于500mg/L的水。

11、冷却水cooling water 用以降低被冷却对象温度的水。

12、废水wastewater 居民活动过程中排出的水及径流雨水的总称。

它包括生活污水、工业废水和初雨径流以及流入排水管渠的其它水。

13、污水sewage ,wastewater 受一定污染的来自生活和生产的排出水。

14、用水量water consumption 用水对象实际使用的水量。

15、污水量wastewater flow ,sewage flow 排水对象排入污水系统的水量。

16、用水定额water flow norm 对不同的排水对象,在一定时期内制订相对合理的单位排水量的数值。

17、排水定额wastewater flow norm 对不同的排水对象,在一定时期内制订相对合理的单位排水量的数值。

土木工程给水排水英文文献及翻译-英语论文.doc

土木工程给水排水英文文献及翻译-英语论文.doc

土木工程给水排水英文文献及翻译-英语论文土木工程给水排水英文文献及翻译Building drainage of water-saving techniquesWith people's quality of life,the quality and quantity of water are constantly expanding. Implement sustainable water use and protection of water resources from destruction. And access to healthy water, recycling of water, has become the government and the broad masses of the people the focus of attention. All this gave to the construction of drainage works on the design of the many new requirements, water supply advanced technology of the urgent need to accelerate the pace. This paper will explore more of the building for drainage of water-saving technology; we hope to arouse the awareness of water conservation to build water-saving city efforts. Construction of a water-saving project, in addition to the water saving should formulate laws and regulations to strengthen the management and day-to-day publicity and education use price leverage to promote water conservation work, but also take effective measures, to ensure that the construction of water-saving work carried out in-depth and comprehensive. We are aware that the water supply network's coverage, the extension of transmission mains and the construction of the building because arising from the difference in height, will be used to increase the water pressure before the end of ways to protect the most disadvantaged water points will be adequate water supply, This will be a large number of regional supply of high pressure water supply is. Therefore accessories before the water hydrostatic head greater than outflow, the flow was greater than the rated flow capacity. Beyond the rated flow capacity of that part of the normal flow did not have the use efficiency is a waste of water. As a result of this water is being wasted is not easy to detect and understand, it could be called a "stealth" wasting water.It has been in a different type of floor, the building 67 water distribution points so the overpressure from the measured flow analysis, Statistical results are 55% of the iron spiral movements - taps (hereinafter referred to as "ordinary water") and 61% of the ceramic valve - leading the flow of water-saving more than their rated flow, the super-flow pressure from the state. Two endings the largest flow out of the rated flow capacity of about three times [1]. This shows that in our existing buildings, water supply system overpressure out-flow phenomenon is widespread and it is a fairly serious. In distribution point pressureAs overpressure flow out of the "invisible" water is not wasted paid enough attention to, So in our existing "building water supply and drainage design" and "construction water supply and drainage design GBJ15-20 00 draft "(hereinafter referred to as" draft "), although the water accessories and home support the greatest pressure certain restrictive provisions in [2], but this is only to prevent water from the high pressure parts will lead to damage to the point of consideration, not prevent excess pressure from the out-flow point of view, the pressure is too lenient restrictions on the flow overpressure no fundamental role. Therefore, in accordance with the water supply system overpressure flow from the actual situation, the pressure on the water supply system to make reasonable limit.1.2 measures taken decompressionWater supply system in a reasonable allocation of decompression device is to control pressure within the limits required to reduce excess pressure from the flow of technical support.1.2.1 Jangled nervesRelief valve is a good decompression device, can be divided into proportional (lower left) of direct action and the type (Photo) The former is based on the ratio of the area to determine the proportion of decompression, which can be set under pressure prior decompression, When the water-stop water, you can also be controlling the vacuum tube pressure is not increased, Decompression can achieve dynamic can achieve static decompression.1.2.2 Decompression orifice and conserving Cypriots1106土木工程给水排水英文文献及翻译Orifice decompression compared with jangled nerves example, the system is relatively simple, less investment, easy management. The practice of some units, water-saving effects are fairly obvious, If Shanghai Jiao tong University in the school bathroom water pipe installation aperture of 5 mm orifice, water-saving about 43%. But decompression orifice only by the dynamic pressure, static pressure can be reduced and the pressure downstream with the upstream pressure and the flow is changed, is not stable enough. In addition, the vacuum orifice plug easy. In better water quality and water pressure more stable, by using [3]. Cutting expenditure and the role of Cypriot advantages and decompression orifice basically are the same. Suitable for the small diameter and accessories installed to use [3].1.3 adopt water-saving leadingA trial showed that the leading Practical water-saving taps and the general state of the full, flow out of the former than the latter out of the flow. That is the same pressure, the leading water conservation has good water saving, water-saving volume in 20% ~ 30% between. And the higher the pressure ordinary tap water from the larger, water-saving is leading the greater the volume of water-saving. Therefore, should the building (especially in the standard water pressure in water distribution points) leading installation of water-saving, reduce water wastage. In 1999 the Ministry of Construction, State Economic and Trade Commission, State Bureau of Building materials apparatuses jointly issued a document "on the elimination of residential buildings behind the products notified" require large and medium-sized cities in new residential prohibit the use of helical-style cast iron nozzle movements, actively adopt "ceramic cartridge faucets" and "common faucet technical conditions of the ceramic cartridge faucets [4]. Since the main building of our school building earlier in the toilet faucet is still an ordinary spiral movement - iron taps. We have often seen leading loosening and tightening the leading difficulty caused by the leakage phenomenon. In fact, there is such a faucet overpressure caused by the "invisible" huge waste of water. Schools should arouse the concern of the relevant departments, from the long-term interests for the use of water-saving new leader, reduce unnecessary losses.2 vigorously develop the construction of water facilities, "watercourse." As the name suggests is not delivered on the waterways clean water is not sullied by sewage contamination. Residents put a wash, bathing, washing clothes and other water washing and flushing water together, after CO., filtration and disinfection, Sterilization, which imported waterway network, for toilet flushing, washing cars, and pouring green, onto the road and other non-drinking purposes. China therefore waterway is also known as miscellaneous water Road. With a watercourse which cubic meters of water, equivalent to the use of one cubic meters of clean water, emit less nearly a cubic meter of sewage and kill two birds with one stone. Water-saving achieved nearly 50% [3]. Therefore, the channel has many of the world's water shortage in cities used extensively.2.1 full use washing wastewater and other quality miscellaneous drainageThe existing water facilities built in most hotels, colleges, and the basic source for the bathroom bathing wastewater. For some small units, smaller than bathing wastewater, and discharge time is too concentrated, Water facilities are not stable and adequate source of water. And washing with water wastewater, the use of time more evenly, water treatment and the advantages of relatively good, as a water source, to be fully exploited.2.2 Develop and implement as soon as possible the return to the new water quality standardsThe current construction of water reused implementation of the existing “life miscellaneous water quality standards.” The total coli form standards and the requirements of "sanitary standard for drinking water," the same, compared to the developed countries and the Chinese water standards apply to the swim-minus III also strict standards. This has led to two problems: First, many of the existing water works is less than the standard; 2 are fulfilled with a certain degree of difficulty, improve the water project investment and processing cost. So should develop appropriate indicators of the value of water works to promote the spread土木工程给水排水英文文献及翻译and popularize. Water Saving water is not limiting, or even prevents the water. But reasonable people to water, efficient use of water and not waste. As long as we pay attention to fit the family's bad habits, we will be able to water-saving around 70% [3]. Water and waste a lot of the habits, such as: flush toilets single wash cigarette butts and broken fine waste; to access a cup of cold water. Many people will not venting water; spend the potatoes, carrots after peeling, washing or after the optional vegetables; when the water stopped (open access customers, answer the phone, change TV channels), not turning off the tap; During the suspension, forget turningoff the tap; toilets, wash, brush, let the water has been flowing; Before sleep, go out, do not check the faucet; equipment leaks, not promptly repaired. From the following table, we can see in many parts of life as long as we interested to note that the conservation of water is very impressive.3 to promote the use of water-saving devicesIn addition to the family of water-saving attention to cultivate good habits of water, using water-saving devices is very important and also the most effective. Some people prefer laissez-faire, but also refused to replace water-saving devices, in fact, so much water is a long time down the uneconomical. Thus vigorously promote the use of water-saving devices is the construction of water-saving important ways and means.3.1Water-saving taps3.1.1 Water Saving leading CeramicsCurrently most of the water-saving taps used Ceramics taps. Such taps compared with ordinary taps, water was typically up to 20% ~ 30%; and other types of water-saving compared to the leading and cheap [3]. Therefore, in the residential buildings of architectural vigorously promote the use of such water-saving lead. We taught thefifth floor of the dormitory building and are used by such leading.3.1.2 Closed since delay tapsSince the delay in the water taps closed after a certain time, shut down automatically to avoid Changliushui phenomenon. Water timing to be in a certain range adjustment, both for the convenience of Health has complied with the water-saving requirements suitable for washing in public places with.3.1.3 Photoelectric controlled tapsClosed since the delay of water-saving taps but water while fixed time and meet the different requirements of the use of the object. Photoelectric controlled taps will be able to overcome the above drawbacks, such as the latest one of the type of infrared device control wash, The first installation will be self-inspection of the device in front of or below the fixed reflectors (for example, vanity) and based on the reflectors adjust their distance from work to avoid the past because of automatic water obstacles closer to the front of regular water, Such intelligent device can wash your hands although below action without washing their hands without water. a long time will wash water and do not have long-term can also regularly flush Water Seal failure to avoid a supply shortage ahead of the police [3].3.2The total water-saving flush3.2.1 Use of small volume cisterns commodeChina is promoting the use of water tanks 6 L fecal water-saving devices, and have flushing water to 4.5 L or even less, stood on the stool available. However, we should also pay attention to the drainage system to ensure the normal work of the use of small volume cisterns commode, otherwise they will be brought to plug the pipeline, not a net wash, and other issues. Two respectively flushing cisterns in urine, flushing water for 4 L (or less); Washing stool, Chong stood at 9 L (or less) [3]. (Map is a two-valve I-Yuan annually to the water tanks, to open the stool below the drain urine when opened above the drain Pictured left is the two-block cisterns switch several forms) Israel's construction regulations require all new buildings to install two respectively wash cisterns. China should also vigorously promoted two respectively cisterns, because one day, the number is far higher than the urine stool frequency. To three homes as an example, per person per day for a meeting of feces, urine four times and the use of existing water tanks L 9, day to 135 L of water; 6 L of water use, 90 L of water a day;土木工程给水排水英文文献及翻译and the use of cisterns two respectively, 75 L of water a day, can be seen using two respectively cisterns 9 L 6 L than using more water-saving cisterns [3]. 6 L Yuan annually to the use of water-saving cisterns better results. The use of tanks in two trances another advantage is not right and the replacement of the total drainage system to carry out reform therefore particularly applicable to existing buildings the total replacement of water tanks.UrinalThe United States launched the Urinal-washing, which is not water, the stench from the toilets without using utensils, In fact, only in one end Urinal add special "trap" devices, but because the economic, health, water effectively, So popular station.control UrinalUrinal photoelectric controls in a number of public buildings installations.3.2.4 Delayed flushing valve closedIt is the use of guide-work principle, water officials directly connected with the water pressure high enough circumstances, can protect the instantaneous flushing commode needs to replace tanks and accessories, installation is simple and easy to use, health, low prices, Water-saving effect of the obvious characteristics [3]. We carpentry center is used for such cleaning.3.3 in hot water systems installed in various forms of water-saving devicesIf installed in public bathrooms limited flow orifice, in the cold, hot water imported pressure balance between the installation of equipment; Installation of low-flow plumbing. Inflatable hot water thermostat and cooling, hot water mixed hydrants. 3.4 to further develop various forms of water-saving devices3.4.1 Development of different water taps outSome countries, in different places with different water out of taps, Singapore provides water for washing vegetables pots 6 L / min, shower water 9 L / min; China's Taiwan Province launched the spray-wash special taps, the flow was 1 L / min. In China, various taps most of the rated flow capacity of 0.2 L / s, that is 12 L / min, excessive [4]. Therefore be reasonable to develop taps the rated flow, and gradually installed in different places different from water taps.3.4.2 Vacuum water-saving techniquesTo ensure that sanitary ware and sewer cleaning effect of vacuum technology can be applied to drainage works Most of the air instead of using water, relying on the vacuum of high-speed gas-water mixture, and rapid disposal of the sewage, dirt-gully clean and save water and drain away the effects of dirty air. A complete vacuum drainage system, including: vacuum valve and with a magnitude of suction devices occupants, the closed aqueduct, vacuum collection containers. Vacuum pumps, control equipment and channels and so on. Together with the vacuum generated 40 ~ 5min the negative pressure of sewage pumped to the collection containers, then will collect sewage pump effluent into the municipal sewer. Different types of construction in the use of vacuum technology, the average water-saving exceed 40%. The use of the office building water-saving will rate-70% [2].3.4.3 Development zone leading to the wash waterIn Japan, many families use with the leading water wash, wash all the wastewater into water tanks for back flushing. If the water tank, they can directly turn on the water faucet open. Irrigation water use, it can not only save water but also reduce the costs. At present, the water in China has sales.土木工程给水排水英文文献及翻译随着人民生活质量的提高,对供水量和质的要求正不断扩展.同时实施水的可持续利用和保护,使水资源不受破坏,并能进入良性的水质、水量再生循环,也已成为政府和广大人民群众关注的焦点。

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外文资料翻译On setting the metersetting the meter. Long-term since, our country residence water meter are arranged on the indoor kitchen or toilet water concentration, the water more and scattered residences, sometimes even a indoor set more than one meter. In recent years, water meter is arranged on the indoor and caused many problems cause the attention of people increasingly: Home meter reading disturbs people 's normal life and may lead to residential burglary, privacy and safety not guaranteed: management of meter reading meter reading is not easy and large labor intensity: individual user steals water management departments to prevent and punish and so on. Because of these problems, water production has become an inevitable choice. Therefore, the newly revised national standard ( code for design of building water supply"GBJ15--88article 2.5.8: residential building should be installed in household water meter, household water meter or household water meter digital display should be located outdoors. Meter households generally have the following ways: Household water meter concentrated in the roof ( water supply ) or the underlying space ( water supply ). This mode is often used for multi-stormy residential. In general a unit provided with a ladder of water meter water meter well ( box ), household water pipe along the interior tube or building wall into the indoor. The utility model has the advantages of convenient reading; reading, low labor intensity of workers, can avoid users water behavior. Disadvantages are: material consumption, head loss of pipeline, occupying larger space pipeline well, such as a wall is easy to affect the appearance of the building, the user branches not easy maintenance.Meter is arranged on the stair landing platform. Vertical water supply pipe is arranged on the platform, each provided with a water tank; the water meter box embedded platform resting on both sides of the wall. The utility model has the advantages of: user branches short, saving material, low head loss of pipeline, the shortcoming is: water dispersed settings, meter reading personnel of great labor intensity; usually indoor fire hydrant box is installed on a platform, so that the already crowded rest platform more cramped, traffic inconvenience to the residents.Each layer isMeter centralized meter room, household water meter on the wall. The utility model has the advantages of the same with B, the disadvantages are: household pipeline must follow the public walkway under floor into interior and corridors, ceiling requirements.Will be the traditional ordinary mechanical water meter changes for telemetering water meter or IC card intelligent water meter. Remote water meter accurate calculation without reading, this form must be a deposit a certain amount of water, will recharge after insertion of the IC card water meter reading can be water. Because the remote water meter and IC card table relatively expensive and technically still exist certain problems, hence in practice has not been widely applied.Above a few kinds of water-meter, each has its advantages and disadvantages, concrete in practical engineering design in which way, by the design staff according to residential properties, grades and local industry management department requirement.1.2water supply pipe arrangement and laying. At present, to build the house in one hutch two defend very general already, even with some houses one hutch three defend one hutch four defend, kitchen, toilet, the balcony, and each water using point locations are more dispersed. User branches to water points along the interior floor pipeline such as hanging, inevitable requirement set indoor ceiling, wall should also have the anti-condensation measures to bring inconvenience, household decoration, after all, not all tenants wanted to ceiling. ( the building water supply and drainage design specification ) GB15 2000(manuscript ) as specified in article 3.6.18, water supply pipe should be laid in the floor ( ground ) surface of the leveling layer or along the wall laying pipe groove, laying the leveling layer or the tube groove water supplying pipe outside diameter is less than 25mm. In fact, if connected to two or more than two water points, water supply branch pipe are connected together in series, the pipe diameter is more than 25mm. Therefore, in order to meet the specification requirements, water supply branch door after access water separator, a water segregator dark kitchen or bathroom wall, through the diversion device connected to each water using point branch pipe diameter can be controlled under 25mm. But it should be noted: a leveling layer water supply pipe after completion of construction, should be in the position to do the obvious markers, lest the household decoration, destruction of water supply pipeline.水表设置关于水表设置。

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