History of Water Supply专业给排水外文翻译
给排水专业英语翻译技巧
(给水排水专业英语)
给排水专业英语概述
Unit 1 Water and Hydrological Cycle
toxic pathogenic microorganism congregate metropolitan a. a. n. v. a. 有毒的,中毒的 致病的,病愿的 微生物 聚集 大城市的
n. a.
污染物质 水文学的
designate nutrient medium microbial algae
vt. n. n. a. n.(alga的复数)
表示,称为 养分,养科 介质,培养基 微生物的,细菌的 藻类,海藻
protozoa inorganics predominantly seep particulate
Source of water
¡ [2] All water comes in the form ofprecipitation.
The heat of the sun evaporates water from the oceans, seas, rivers and lakes. The heat also evaporates water from the ground and from plants and animals. Water vapor is formed. This rises and forms clouds in the air. When the clouds come near a mountain, they are forced to rise.
fall a prey to=suffer from
给水排水专业英语翻译
《给水排水专业英语》Lesson 1specific yield [spə'sifik] [ji:ld] 单位产水量mass curve 累积曲线capital investment 投资recurring natural event ['nætʃərəl] 重现历史事件subterranean [sʌbtə'reiniən] 地下的groundwater 地下水surface water 地表水tap [tæp]开关、龙头;在…上开空(导出液体)swampland ['swɔmplænd] n. 沼泽地;沼泽地带capillary [kə'piləri] n. 毛细管adj. 毛状的,毛细管的hygro- [词头] 湿(气),液体hygroscopic [,haigrəu'skɔpik] adj. 易湿的,吸湿的hygroscopic moisture 吸湿水stratum ['streitəm] n. [地质学]地层,[生物学](组织的)层aquifer ['ækwəfə] ['ækwifə] n.含水层,地下蓄水层saturation [,sætʃə'reiʃən] n.饱和(状态),浸润,浸透,饱和度hydrostatic [,haidrəu'stætik] adj. 静水力学的, 流体静力学的hydrostatic pressure 静水压力water table 1. 地下水位,地下水面,潜水面2. 【建筑学】泻水台;承雨线脚;飞檐;马路边沟[亦作water-table]Phreatic surface [fri(:)'ætik]地下水(静止)水位,浅层地下水面Superficial [sju:pə'fiʃəl] adj. 表面的,表观的,浅薄的Porosity [pɔ:'rɔsiti] n. 多孔性,有孔性,孔隙率Unconfined ['ʌnkən'faind] adj. 无约束的,无限制的Permeability [,pə:miə'biliti] n. 弥漫, 渗透, 渗透性Permeameter [pə:mi'æmitə] n.渗透仪,渗透性试验仪)Clay [klei] n. 粘土,泥土gravel ['ɡrævəl]n.[总称]砾,沙砾,小石;砾石cone of depression [kəun] 下降漏斗, [水文学]下降锥体drawdown ['drɔ:daun] n. 水位下降(降落,消耗,减少)integrate ['intigreit] 【数学】作积分运算;求积分observation well [,əbzə:'veiʃən] 观测井,观测孔extraction [ik'strækʃən] n. 抽出,取出,提取(法),萃取(法)derivation [deri'veiʃən] n. 1. 导出,引(伸)出,来历,出处,得出,得到;诱导,推论,推理;溯源【数学】1) (定理的)求导,推导2) 微商,微分,导数【语言】词源,衍生deplete [di'pli:t] v. 耗尽, 使...衰竭refuse [ri'fju:z] n. 废物,垃圾vt. 拒绝,谢绝dump [dʌmp] n. 垃圾场,垃圾堆,堆存处vt. 倾卸,倾倒(垃圾)unconfined aquifer 潜水含水层,非承压含水层,无压含水层confined aquifer 自流含水层,承压含水层homogeneous [,hɔməu'dʒi:njəs] adj. 同类的,相似的,均匀的,均相的;同种类的,同性质的;相同特征的Aquaclude 不透水层,难渗透水的地层Offset ['ɔ:fset] n.偏移量抵销,弥补,分支,胶印,平版印刷,支管,乙字管Vt. 弥补,抵销,用平版印刷vi. 偏移,形成分支sophisticated [sə'fistikeitid] adj. 复杂的,需要专门技术的;诡辩的,久经世故的equilibrium [,i:kwi'libriəm] n. 平衡,均衡Water Supply(给水工程)A supply of water is critical to the survival of life, as we know it.(众所周知,水对生命的生存至关重要。
给排水常用专有名词中英文对照
给排水常用专有名词中英文对照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工壤间隙中的水。
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。
18、水质 water quality 在给水排水工程中,水的物理、化学、生物学等方面的性质。
大学专业英语给排水专业课文翻译
第7章 水处理工艺选择 流域管理应该被视为给水系统运行的一部分,这对于保护原水水质非常重要。 在取水构筑物之后,是水的处理工艺。目前在市政水处理的预处理工艺有:筛选,预沉淀或 清淤,化学药剂添加和曝气。 筛选应用在地表水的预处理之中。预沉淀常常用于从河水去 除悬浮物质. 化学处理,在水厂内混凝之前,频繁用于提高预沉淀效果,处理难去除的物质, 如味道和气味的化合物、色度,降低高的细菌浓度。用于预沉淀的传统化学药剂是聚合电解 质和明矾。曝气习惯上是从地下水中除铁除锰的第一步,也是分离溶解性气体如硫化氢和二 氧化碳的标准的方法。用于水厂的处理工艺依赖原水水源和所需的出厂水水质。 选择用于 处理的具体化学药剂基于运行所需反应的有效性和成本。例如,活性炭、氯、二氧化氯和高 锰酸钾都可用于味道和气味的控制。虽然价格最低廉,但过量的氯化,会产生不期望出现的 三卤甲烷。在地表水处理厂中经常提供用于投加两到三种除味的化学药剂的设备,所以操作 者可以选择最有效和最经济的化学应用。没有用于各种水体的色度去除的固定方法。经过足 够预处理明矾混凝,采用化学氧化药剂或者活性炭,可能提供满意的去除。另一方面,更昂 贵的混凝剂有可能证明更加有效并降低整体化学药剂成本。也许在水处理工艺设计要考虑最 重要的是提供灵活性。操作者应该有一些手段来改变某些化学药剂的应用点(投加点)。例 如,加氯的投药管线常常提供满足前投加、中间投加、后投加氯的要求。应该提供多种药剂 进料器和存储容器,使处理工艺能采用不同的化学药剂。原水水质的降解,或者药剂成本的 改变,可能决定了在混凝中混凝剂和助凝剂使用药剂类型的改变。在地表水处理厂情况下, 预留场地以背建额外的预处理设施建设空间是值得考虑的。河水流量可能由于水坝的建设、 渠道的改进或者上游用水而改变。水质会因人为改变和流域的侵占而改变源于市政和工业废 物和农业地表径流的污染物浓度可能增加。湖泊会变得更加富营养化。通过增加曝气装置容 量、增加加氯量,使用沉淀池作为调节池,安装完毕后,水厂生产能力得到扩大,处理工艺 转变成只去除铁锰。目前该水厂只能够运行曝气氧化去除铁锰与氯化消毒。由于水井供水稳 定,全年的出厂水水质优良。图 2-3 的给水处理厂是一个始建于 1950 年代的传统的地表水 处理厂。从那时起,湖水水源日益富营养化,已经提供额外的设备进行味道与气味的控制。 在较差原水水质的关键时期,活性炭、二氧化氯和各种用于提高药品处理的辅助药剂目前是 适宜的。在一年之中的大部分时间,最终出水是非常可口的,但是在春秋季节的湖泊倒层期 间,味道和气味不能够被完全去除。对于水质剧烈变化的浑浊污染的河水而言,应该采用一 个复杂而灵活的处理系统。一般的处理方案包括:用于沉砂的普通沉淀,混合与沉淀,必要 的情况下采用混凝剂;分离处根据原水水质的变化,这个水厂的运行每天都会改变,每个季 节都会改变。即使这样,一些难处理的无机或有机物质仍然能够通过复杂的处理系统。 理以实现部分软化;在澄清池中的絮凝,双媒过滤,加氯获得余氯,pH 调节和结垢控制。 一个河水处理厂应该具有足够的工艺高度,以防止任何污染紧急事件短流的可能性。 第8章 混凝 显然,如果在水的混凝与软化过程中的化学反应将要发生的话,那么化学药剂必须与水进行 混合。在这一章节我们将要开始关注必要的物理方法以完成混凝与软化的过程。 下面将要提出的基本原理对于混合、絮凝以及过滤的操作都是适用的。或者,或者称为快速 混合,是由此化学药剂快速均匀的分布到水中的过程。理想状态下,化学药剂会迅速分散到 水中。在混凝和软化的过程中, 在快速混合中发生的化学反应形成了沉淀。在混凝过程中 形成氢氧化铝或氢氧化铁,而在软化过程中形成碳酸钙和氢氧化镁。在形成沉淀后,有必要 使它们互相碰触,以使得它们能够聚集,然后形成更大的颗粒,叫做絮体。这个接触的过程 叫做絮凝,它是通过缓慢、柔和的混合完成的。在给水处理与污水处理的过程中,混合的程
给排水专业英语汇总
给排水专业英语汇总废水处理 wastewater disposal 合流制 combined sewers UNIT 1给水工程 water supply engineering 受纳水体 receiving waters 分流制separate sewers排水工程 sewetage engineering 污染 pollution pollute 建筑排水系统building drainage system市政工程 civil engineering 污染物 pollntant 卫生洁具 plumbing fixtures市政工程师 civil engineer 玷污、污染 contamination 卫浴设备 bathroom fixtures环境工程 environmental engineering 致污物 contaminant 输水系统 water transmission system水文学 hydrology 未污染 uncontaminated 漏水率 leakage rate水力学 hydranlies 水污染 water pollution 配水系统 water distribution system水环境 natural aquatic environment 水污染控制 water pollutioncontrol 环状管网 grid system流域 watershed 水污染防治 water pollution prevention 支状管网branching system水体 waterbody 污水回用 wastewater reuse 下水管道 sanitary sewer 地表水 surface water 污水节流管 intercepting sewer UNIT 2新鲜水 freshwater 水短缺 water scarcity 污水节流系统 intercepting sewer system地下水 groundwater 地表水资源 surface water resource 污水节流井sewage intercepting cell含水层 aquifer 管网 Pipe Network 支管 collection sewer collector sewer天然含水层 natural aquifer 供水系统 water supply system 生活污水sanitary sewage地下含水层 underground aquifer 市政配水系统 municipal distribution system domestic sewage水文循环 natural hydrologic cycle 建筑给水系统house water supply system domestic wastewater渗滤 infiltration 分区供水系统 dual distribution system 工业污水industrial wastewater降水 precipitation 小区 micro district 工业污水/液/物 industrial wastes渗入 precolation 小社区 small community 农业用水 agricultural wastewater/wastes蒸发 evaporation 冷水供水系统 cold water supply system 雨水rainwater stormwater蒸腾 transpiration 热水供水系统 hot water supply system 水位waterlevel城市水文循环 urban hydrologic cycle 消防系统 fire protection system 海拔、标高 elevation水源 water source 坡度 grade 喷淋系统 fire protection sprinkler system水资源 water resource 自动水幕系统 automatic drencher system 倾斜度slope取水 water withdrawal 半自动水幕系统明渠 Open channel水处理 water treatment 开挖 excavation semi automatic drencher system配水 water distribution 消火栓 hydrant 深度 excavation depth用水 water use 排水系统 drainage system 水力分析 hydraulic analysis 污水 wastewater 生活排水系统 sanitary system 水头 pressure head废水 abwasser 工业排水系统 industrial system 总水头 total head废水收集 wastewater collection 雨水排水系统 stormwater system Unit 3 水头损失 Head loss 水源 Water sources 审美 Esthetic速度头动压头 Velocity head 味 Taste供水水源 Water supples静压 Static head 原水 Raw water 嗅 Odo摩擦水头 Friction head 未处理水 Untreated water 色 Colour水力坡度线 Hydranlic grade line 出水 Finished water 变色Discolouration 重力流 Gravity flow 原水水质 Raw-water quality 变色Discolor水塔 Water castle 水质标准 Water quality standards 水质物理参数Physical parameters of water quality 贮水箱 Cistern 水质要求 Water quality requirements 水的物理性质 Physical quality of water 泵站 Pump station 饮用水 Drink water\potable water 浊度值 Turbidity values 给水泵站 Water pump station 自来水 Tap water 浊度单位 Turdidity unit 污水泵站Sewage station 纯水 Pure water 浑浊单位 Turdid提升泵站 Lift pumping plant 嗅阈值 Threshold odor number 饮用水标准Drinking water standards增压泵 Booster pump 化学性质 Chemical quality 饮用水一级标Primary drinking water standards离心泵 Centrifugal pump 最大允许浓度 Maxmum permissible levels 水质化学参数Chemical parameters of water quality 潜水泵 Submer sible pump 溶解氧 Dissolved oxygen (DO) maxmum allowable levels潜水艇 Submerine 最大污染物浓度 Maxmum contaminant levels 溶解氧浓度Do level深井泵 Well pump 主要污染物 Primary contaminants 溶解氧平衡 Do balance虹吸虹吸管 Siphon 有机化合物 Organic chemicals 氧损 Oxygen depletion 人孔 Manhole 合成有机化合物 Synthetic organic chemicals 有机污染物 Organic pollutant 法兰 Flange 挥发性有机化合物 Volatile organic ohemicals 生化需氧量 Biochemical oxygen demand (BOD) 阀门 Valve 无机化合物 Inorganic chemical 总氮 Total nitrogen (TN) 闸阀 Gate valve 微生物Micro organisms\microbes 总凯式氮 Total Kjeldahl nitrogen (TKN) 微生物污染 Microbial contaminants 悬浮固体 Suspended solids (SS) 泵送系统 Pumping system流量 Flow rate 病原微生物 Pathogenic micro organisms 总悬浮固体Total suspended solids (TSS)病原体 Pathogenic 溶解 D流速 Fluid velocity issolved (DS)层流 Laminar flow 病毒 Pathogenic bacterin 总溶解 Total dissolved (TDS) 滞流粘性流 viscous flow 细菌 Bacteria Unit 4大肠杆菌 Coliform bacteria 过渡流 Transitional flow 溶解的铁和锰Dissolved iron and manganese 湍流 Turbulent flow 病毒 Viruses 硬度Hardness藻类 Algae 紊流 Turbulence flow 碱度 Alkalinity涡流 Eddying flow 浊度 Turbidity 盐度 Salinity雷诺数 Teynolds number 放射性 Radionuclide 有害物质 Toxic and hazardous materials感官性状 Esthetic qualities 水质 Water guality 氰化物 Cyanides急性毒性 Acute toxity 处理水 Treated wastes 砂 Grit慢性毒性 Chronic toxity 回用水 Redaimed water 沙 Sand基因毒性 Genetic toxicity 水处理过程 Water processing 除砂 Grit removal 基因 Gene 收集 Collect 沉砂池 Grit chamber 难降解有机化合物Refractory organic chemicals 处置 Dispose 沉淀 Settling永久性有机污染物 Persistent organic pollutants 处理方法 Treatment method 沉淀池 Settling tank 致癌化学性 Carcinogenic chemicals 处理费用Treatment costs 澄清池 Clarifier 三卤甲烷 Trihalo methanes 处理单元Treatment process 初澄清池 Primary clarifier 卤素 Halogen 运行模式Operational mode 初沉池 Primary settling tank 甲基 Methyl 间歇处理方式Batch treatment approach 一级出水 Primary effluent 氯仿 Trichloromethane 均匀均化 Equalization 二级处理 Secondary treatment 三氯甲烷 Chloroform 均匀 Equalize 二级处理工艺 Secondary treatment process 杀虫剂农药Pesticide 调蓄水池 Equalization storage 生物处理 Biological treatment 害虫 Pest 调节池 Equalization tank 二澄清池 Secondary clarifier 杀虫剂Insecticide 蓄水池二沉池 Secondary settling tank Storage tank除草剂 Herbicide 降解 Degrade 最终澄清池 Final clarifier 杀菌剂Germicide 分解 Decompose 最终沉淀池 Final settling tank 细菌 Germ 分离Separate 二级出水 Secondary effluent 防腐剂 Preservative 隔离 Separation 三级处理 Tertiary treatment 保证 Preserve 物理法 Physical process 深度处理 Advanced treatment 清洗剂 Cleaning agent 物理处理 Physical treatment 废水消毒 Waste disinfection 洗涤剂 Detergent 物理处理过程 Physical treatment process 出流出水 Effluent flow允许浓度 Allowable levels 发泡剂 Foaming agent 一级处理 Primary treatment泡沫 Foam 初步处理 Preliminary treatment 优异出水 High-quality polished effluent格栅筛滤 Screening 废水处理厂 Wastewater treatment plant 化肥Fertilizer肥沃的 Fertile 格栅 Screen 污水处理厂 Sewage treatment plant 富营养化 Eutrophication 格栅 Bar screen 二级处理厂 Secondary treatment plant 城市污水处理营养的 Trophic 栅条 Bars营养水平 Trophic level 钢栅条 Steel bars Municipal wastewater treatment市政工程 Municipal engineering 生态位 Niche 渣耙 Cleaning rakes圆形破碎机 Circular grinder 土木工程 Civil engineering Unit 5原污水 Raw sewage 破碎 Grind 城市污水处理厂原废水 Raw wastes 除砂 Degritting Municipal wastewater treatment plant污水处理能力 Sewage treatment capacity 混合池 mixer tank 刮泥机sludge scraper 电容 Capacitance 快速混合池 flash-mix tank 排泥 sludge drawoff 污水处理设施 Municipal treatment facilities 絮凝器 n.flocculator sludge withdrawal 多反应器设施 Multi-reactor facility 絮凝池flocculation tank 预沉淀 n. presedimentation 处理池 Treatment tank 预沉淀池 presedimentation basin负荷 Load 固体接触池 solids-contact tank负荷 Loadings 澄清 n. clarification 3(过滤 n. filtration 水力负荷Hydrautic loading 滤池 n. filter v. clarify污染负荷 Pollutant load 澄清池 n. clarifier 慢滤池 slow filter 有机负荷 Organic load 高负荷澄清池 high rate clarifier 快滤池 rapid filter 无机负荷 Inorganic load 澄清水 clarifying water 高速(负荷)滤池 high rate filter 不含化肥、农药无机的 Unorganic 砂滤池 sand filter 周期性负荷 Periodic(intermitlent) loading 2(沉淀 n. sedimentation 慢砂滤池 slow sand filter 第五部分: 物化处理沉降 n. sedimentation 快砂滤池 rapid sand filter 1(混凝 n. coagulation 自由沉降 plain settling 重力滤池 gravity filter混凝过程 coagulation process 拥挤沉降 hindered settling 压力滤池pressure filter化学混凝 chemical coagulation 重力沉降 gravity settling 过滤介质,滤料 filter medium凝聚 n. aggregation 沉淀池 settling tank silica sand 石英砂絮凝 n. flocculation 沉淀池,沉降池 sedimentation tank 无烟煤 n. anthracite矩形沉淀池 rectangular settling tank 硅藻土 diatomaceous earth v. flocculate异向絮凝 perikinetic flocculation 圆形沉淀池 circular settling tank 煤—砂滤床 coal-sand beds同向絮凝 orthokinetic flocculation 管式沉淀池 tube settler 多层滤料multilayered media混凝剂 n. coagulant 斜管沉淀池 steeply inclined tube settler 混合滤料 mixed media混凝剂投量 coagulant dosage 板式沉淀池 parallel-plate settler 双层滤料滤池 dual media filter烧杯实验 jar test 双层滤池 two-layer filter 板式沉淀池 plate separator最佳混凝剂投量 optimum coagulant dosage 气浮 n. floatation 粗滤料coarse media助凝剂 coagulant aid 泡沫分离 foam separation 细滤料 fine media 助凝剂 flocculation aid 溶气气浮 dissolved-air floatation 助滤剂filter aid聚电解质 n. polyelectrolytes 气浮池 floatation tank 滤后水,滤出水filtered water快速混合 flash-mix , 表面撇渣装置 surface-skimming device 滤后水,滤池出水 filter effluent撇去 v. skim 滤前水,滤池进水 filter influent rapid-mix快速混合器 flash mixer , 浮渣 n. scum 浊度穿透 turbidity breakthrough浮渣槽 scum trough 过滤周期 filter cycle rapid mixer清洗周期 cleaning cycle 病毒 n. viruses v. inactivate刮砂法 scraping method 藻类 n. algae 接触时间 contact time表面刮砂 surface scraping 需氯量 chlorine demand 原生动物 n.protozoa反冲洗 backwashing 加氯量,投氯量 chlorine dosage ,水力反冲洗 hydraulic backwashing 5(氧化 n. oxidation appliedchlorine水力反冲洗 hydraulic backwash 自由氯,游离氯 free chlorine , 还原 n. reduction水力分级 hydraulic grading 氧化剂 n. oxidant free available chlorine 化合氯 combined chlorine 强氧化剂 strong oxidizing agent4(消毒 n. disinfection 剩余保护 residual protection 高级氧化法 (AOP) advanced oxidation process余氯 residual chlorine 高级氧化工艺 (AOP) advanced oxidation process v. disinfect消毒剂 n. disinfectant 余氯量 chlorine residual 高级氧化过程 (AOP) advanced oxidation process自由余氯 free residual chlorine 高级氧化技术 (AOT) disinfectionagent杀菌剂 n. germicide 自由氯余量 free chlorine residual advanced oxidation technology消毒过程 disinfection process 化合余氯 combined residual chlorine消毒副产物 disinfection by-products 化合氯余量 combined chlorine residuals 6(吸附 n. adsorption氯化 n. chlorination 折点氯化(法) breakpoint chlorination 活性炭 (AC) activated carbon折点氯化曲线 breakpoint chlorination curve 粉末炭 (PAC) powdered activated carbon v. chlorinate氯化水 chlorinated water 折点加氯量 breakpoint dosage 粒状炭 (GAC) granular activated carbon预氯化 n. prechlorination 氯折点 chlorine breakpoint 颗粒活性炭(GAC) granular activated carbon氯化消毒副产物 by压力钢瓶 pressured steel cylinder 活性炭纤维 (ACF) activated carbon fiber -products of chlorination化学消毒剂 chemical disinfectants 臭氧发生器 ozone generator 再生 n. regeneration液氯 liquid chlorine , 需臭氧量 ozone demand v. regenerate剩余臭氧量 ozone residual 吸附剂 n. adsorbent liquefied chlorine氯胺 n. chloramines 剩余臭氧 residual ozone 吸附质 n. adsorbate次氯酸盐 hypochlorites 吸附塔,吸附柱 adsorption column次氯酸钠 sodium hypochlorite 致病微生物,病源微生物吸附床adsorption bed二氧化氯 chlorine dioxide 空床接触时间 empty bed contact time pathogenic microorganisms病原体 n. pathogens 吸附带 mass transfer zone 臭氧 n. ozone臭氧化,臭氧消毒 n. ozonation 致病细菌或病毒 pathogenic bacteria or viruses 快速小柱试验 rapid small scale column test细菌 n. bacteria 臭氧化 v. ozonate 生物活性炭 (BAC) biological activated carbon紫外线 (UV) ultraviolet radiation (UV) 大肠杆菌 coliform bacteria 伽马射线 gamma radiation 阿米巴氏菌 amoebic cysts 7(离子交换 n. ion exchange孢子,芽孢 n. spores 灭活 n. inactivation 离子交换树脂 ion exchange resin离子交换器 ion exchanger 电解 n. electrolysis 底物(基质)利用substrate utilization离子交换柱 ion exchange column 电除盐 (EDI) n. electrodeionization 生物量 n. biomass硬度 n. hardness 吹脱、汽提法 n. stripping 生物反应 biological reaction除硬 hardness removal 生物氧化 biological oxidation软化 n. softening 冷却 n. cooling 生物降解 n. biodegradation冷却水 cooling water 生物降解性 n. biodegradability v. soften化学软化 chemical softening 冷却塔 cooling tower 生物可降解的,可生物降解的 a. biodegradable沉淀软化 precipitation softening 第六部分生物处理不可生物降解的 a. nonbiodegradable除盐,脱盐 n. desaltination 生物反应器 n. bioreactor 生物处理biological treatment微生物 n. microorganisms 废水生物处理 biological wastewater treatment v. desalt去矿化 n. demineralization 废水生物处理系统 biological wastewater treatment n. microbes微生物种群 microbial population v. demineralize system离子交换软化法 ion exchange softening process 混合群落 mixed communities 污水生物处理系统 biological sewage treatment 离子交换除盐法 ion exchange desalting process 细菌 n. bacteria system复床 combined bed 原生动物 n. protozoa 生物处理法 biological treatment process混合床 mixed bed 真菌 n. fungi 生物处理装置 biological treatment unit轮虫 n. rotifers 串联 in series8(膜分离 membrane separation 生长 n. growth 悬浮生长处理法suspended-growth treatment processes微滤 n. microfiltration 繁殖 n. reproduction 生物固体 biological solids超滤 n. hyperfiltration 世代时间 generation time 活性污泥 activated sludge纳滤 n. nanofiltration 生长速率 growth rates 附着生长处理法attached-growth treatment processes反渗透 reverse osmosis 环境因子 environmental factors 附着的微生物attached microbes渗透 n. osmosis 生态因子 ecological factors 微生物附着生长 attached microbial growth半透膜 semipermeable membrane 微生物生长动力学 microbial growth kinetics 生物膜 n. biofilm电渗析 n. electrodialysis 1. 迟滞期 lag phase渗析 n. dialysis 2. 对数生长期 exponential-growth phase 代谢 n. metabolism3. 减速生长期 decling growth phase v. metabolize9(其它处理方法稳定期 stationary phase 稳定,稳定化 n. stabilization 中和 n. neutralization 4. 内源呼吸阶段 endogenous stage v. stabilize 内源生长期 endogenous growth phase 生物代谢 biological metabolism v. neutralize酸性废水 acidic wastes 内源呼吸 endogenous respiration 微生物代谢microbial metabolism化学沉淀 chemical precipitation 好氧的 a. aerobic好氧菌 aerobic bacteria沉淀软化 precipitation softening 底物,基质 n. substrate好氧微生物 aerobic microorganisms 曝气池 aeration basin 非挥发性固体nonvolatile solids好氧氧化 aerobic oxidation 曝气池 aeration chamber 挥发性悬浮固体(VSS) volatile suspended solids厌氧的 a. anaerobic 完全混合曝气池 completely mixed aeration basin混合液 mixed liquor厌氧菌 anaerobic bacteria 活性污泥池 activated sludge tank 混合液悬浮固体 (MLSS) mixed liquor suspended厌氧氧化 anaerobic oxidation 曝气 n. aeration solids兼性的 a. facultative 混合 n. mixing 混合液挥发性悬浮固体 (MLVSS) mixed liquor volatile兼性菌 facultative bacteria 曝气系统 aeration system suspended solids好氧环境 aerobic environment 曝气器 n. aerator 污泥沉降比 (SV) settling velocity厌氧环境 anaerobic environment 压缩空气 compressed air 污泥容积指数(SVI) sludge volume index营养物 n. nutrients 空气压缩机,空压机 air compressor 比耗氧速率(SOUR) specific oxygen uptake rate无机营养物 inorganic nutrients 鼓风机,风机 n. blower营养物去除 nutrient removal 循环/切换 n. cycling/switchover 污泥龄sludge age营养物生物去除biological nutrient removal 扩散装置,扩散器 n. diffuser 曝气池容积 aeration tank volume脱氮除磷 nitrogen and phosphorus removal 空气扩散装置,空气扩散器air diffuser 曝气时间 aeration period生物硝化 biological nitrification 鼓泡空气扩散装置(扩散器) bubble air diffuser 曝气时间 aeration time硝化菌 nitrifying bacteria 微气泡扩散装置(扩散器) fine-bubble diffuser 水力停留时间 (HRT) hydraulic residence time 生物反硝化,生物脱氮 biological denitrification 扩散板 plate diffuser 水力负荷 hydraulic loading生物除磷 biological phosphorus removal 扩散管 tube diffuser BOD负荷BOD loading扩散罩 dome diffuser1(活性污泥法 activated sludge process 微气泡扩散曝气 fine-bubble diffused aeration 普通活性污泥法 conventional activated sludge process 微生物 n. microorganisms n. microbes 微气泡 fine-bubble 传统活性污泥法 conventional activated sludge process细菌 n. bacteria 大气泡 coarse-bubble 标准活性污泥法 standard activated sludge process生物絮体 biological floc 传统活性污泥厂 conventional activatedsludge plant 静态混合器 static mixer微生物絮体 microbial floc 机械曝气系统 mechanical aeration systems阶段曝气活性污泥step aeration activated sludge process活性污泥 activated sludge 机械曝气 mechanical aeration 分段 v. step 絮状活性污泥 flocculate-bacterial sludge 表面曝气 surface aeration进水负荷 influent load回流活性污泥 (RAS) returned activated sludge 表面曝气器 surface aerator 分段进水 step loading回流污泥 returned sludge 需氧量 oxygen demand 渐减 v. taper回流污泥 recycled sludge 供气量 air supply 渐减曝气 tapered aeration 剩余污泥 excess sludge 氧转移效率 oxygen tansfer efficiency 接触稳定活性污泥法废活性污泥 (WAS) waste activated sludge contact stabilization activated sludge process废污泥 waste sludge 可沉降固体 settleable solids 再曝气 n. reaeration曝气曝气池 aeration tank 挥发性固体 volatile solids —沉淀—再曝气进水阀 influent valve aeration-sedimentation-reaeration membrane biological reactor完全好氧处理法反应阶段 react phase 2(生物膜法沉淀阶段 settle phase complete aerobic treatment process高负荷(完全混合)活性污泥法清水,上清液 clear water 生物膜 n. biofilm上清液 n. supernatant 生物膜反应器 biofilm reactor high-rate (completely mixed) activated sludge process延时曝气活性污泥法排水阶段 draw phase 生物滤池 n. biofilter滗水阶段 decant phase 生物过滤 n. biofiltration extended aeration activated sludge process延时曝气法 extended aeration process 滗水装置 decant mechanism 旋转布水器 rotary sprinkler延时曝气 extended aeration 闲置阶段,待机阶段 idle phase 填料 n. packings氧化沟 oxidation ditch 塑料管状或蜂窝状填料 plastic tubular or 水平转刷 horizontal rotor 营养物去除 nutrient removal honeycomb-shaped packings转刷曝气 rotor aeration 营养物生物去除 biological nutrient removal滴滤池 trickling filter笼型转刷 caged rotor 碳源 carbon source 普通生物滤池 tricklingfilter吸附—生物降解工艺 (AB法) 硝化 n. nitrification 高负荷生物滤池 high-rate filter塔式生物滤池 tower biofilter adsorption-biodegradation process v. nitrify序批式活性污泥法 (SBR法) sequencing batch reactor 硝化菌 nitrifying bacteria 曝气生物滤池 (BAF) biological aerated filter (SBR) process、反硝化 n. denitrification序批式活性污泥法 (SBR法) sequential batch reactor 生物转盘法 biodisc process v. denitrify脱氮 n. denitrification 生物转盘 rotating biological contactor (SBR) processSBR法 SBR process 生物反硝化,生物脱氮生物转盘 n. biodisc序批式反应器 (SBR) sequencing batch reactor (SBR) 塑料盘片 plastic discs biological denitrification序批式反应器 (SBR) sequential batch reactor 缺氧—好氧脱氮工艺 (A/O 法) 轻质盘片 lightweight discs初沉 primary clarification 水平轴 horizontal shaft anoxic-oxic process 2 曝气 n. aeration 厌氧—缺氧—好氧法 (A/O法) 生物粘液biological slime二沉 secondary clarification 粘液层 slime layer anaerobic-anoxic-aerobic process初沉池 primary clarifier A-A-O法同步脱氮除磷工艺二沉池 secondary clarifier 生物流化床 biological fluidized bed anaerobic-anoxic-aerobic process泵送系统 pumping system 脱氮除磷 nitrogen and phosphorus removal biological fluidised bed活性污泥法 activated sludge process 厌氧氨氧化 (ANAMMOX) 生物流化床反应器 fluidized-bed bioreactor移动床生物膜反应器 (MBBR) 变体 n. variant anaerobic ammonium oxidationSBR运行周期 SBR cycle 生物除磷 biological phosphorus removal moving-bed biofilm reactor处理周期 process cycle进水阶段 fill phase 膜生物反应器 (MBR) 3(厌氧生物处理厌氧生化反应 anaerobic biochemical reaction发酵 n. fermentation 消化 n. digestion 厌氧分解 anaerobic decomposition厌氧分解 decompose anaerobically v. fermentate v. digest产酸细菌 n. acidogens 消化池 n. digestor 好氧稳定 aerobic stabilization产甲烷细菌 n. methanogens 厌氧消化 anaerobic digestion 细菌 n. bacteria产酸阶段 acidogenic phase 污泥消化 sludge digestion 藻类 n. algae产甲烷阶段 methanogenic phase 厌氧消化池 anaerobic digestor 微型植物microscopic plants水解 n. hydrolysis 厌氧接触法 anaerobic contact process 出流,出水effluent flow厌氧膨胀床反应器光合作用 n. photosynthesis v. hydrolysis产酸发酵 acidogenic fermentation anaerobic expanded-bed reactor 产氢产乙酸 H-producing acetogenesis 厌氧流化床反应器厌氧塘anaerobic pond 2产甲烷 methanogenesis 曝气塘 aerated pond anaerobic fluidized-bed reactor产酸菌 acid formers 厌氧生物转盘修饰塘 polishing pond产甲烷菌 methane formers , 熟化塘 maturation lagoon anaerobic rotating biological contactor深度处理塘 advanced treatment pond methane-forming bacteria有机酸 organic acids 4(自然生物处理系统三级处理塘 tertiary treatment pond挥发性脂肪酸 (VFAs) volatile fatty acids自然净化系统 natural purification system 土地处理工艺(过程) land treatment processes硫酸盐还原 sulfate reduction 稳定塘 stabilization ponds 关键因素critical factors硫酸盐还原菌 sulfate-reducing bacteria 土壤类型 soil type stabilization lagoons氧化塘 oxidation ponds 气候 n. climate上流式厌氧污泥床 (UASB) 土地处理系统 land treatment systems 土地处理系统 land treatment systems废水土地处理 land treatment of wastewater 慢速土地处理系统 upflow anaerobic sludge blanket上升流速 upflow velocity 净化过程 purification process slow rate land treatment system自然净化 natural purification 低负荷土地处理系统厌氧折流板反应器 (ABR) low-rate land treatment system污水塘 sewage lagoon 三级处理水平 tertiary treatment level anaerobic baffled reactor稳定塘 stabilization ponds 灌溉 n. irrigation两段或两级厌氧生物处理 two-stage anaerobic stabilization lagoons v. irrigate氧化塘 oxidation ponds 土壤的天然过滤和吸附性质 biotreatment两相厌氧生物处理 two-phase anaerobic biotreatment 好氧塘 aerobic pond natural filtration and adsorption properties of soil 产酸相 acidogenic phase 兼性塘 facultative pond 投配的废水 applied wastewater好氧生化反应垄—沟表面布水产甲烷相 methanogenic phase aerobic biochemical reaction浓缩的底流 thickened underflow ridge-and-furrow surface spreading 污泥减量 sludge volume reduction 浓缩污泥 thickened sludge 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 污泥稳定化 sludge stabilization 出水 n. effluent上清液 n. supernatant treatment system渗滤—渗透土地处理 infiltration-percolation land (污泥)浓缩 n. thickening 溢流 v. overflow污泥浓缩 sludge thickening 堰 n. weir treatment快速渗滤 rapid infiltration 稳定,稳定化 n. stabilization 气浮浓缩floatation thickening快速渗滤法 rapid infiltration method 溶气气浮 dissolved-air floatation v. stabilize过滤作用 filtering action 稳定了的污泥 stabilized sludge 气浮池floatation tank吸附作用 adsorption action 调理(调节) n. conditioning 入流污泥influent sludge地表漫流土地处理系统污泥絮体 sludge flocs v. condition脱水 n. dewatering 撇去 v. skim overland flow land treatment system 地表漫流 overland flow 漂浮污泥层 floating sludge layer v. dewater 径流集水沟 runoff collection ditch 干化 n. drying物理、化学和生物过程污泥干化场 sludge drying bed 污泥消化 sludge digestion污泥干燥 heat drying 消化池 n. digester physical , chemical , and biological processes湿地 n. wetland 干燥器 n. dryer 消化池装置 digester unit天然湿地 natural wetland 污泥焚烧,污泥焚化 n. incineration 消化 n. digestion人工湿地 constructed wetland 焚烧炉,焚化炉 n. incinerator v. digest 有机固体 organic solids man-made wetland污泥浓缩 sludge thickening 生化分解 biochemical decomposition第七部分:污泥处理、处置与利用物理过程 physical process 好氧消化aerobic digestion污泥 n. sludge 含水过多的污泥 watery sludge 好氧污泥消化 aerobic sludge digestion生活污水污泥 sewage sludge 稀污泥 thin sludge 好氧消化过程 aerobic digestion process污泥体积,污泥量 sludge volume 处理装置 treatment unit 活性污泥池activated sludge tank原污泥,生污泥 raw sludge 浓缩池 n. thickener 预制的(成套)活性污泥处理系统新鲜污泥,生污泥 fresh sludge 重力浓缩 gravity thickening prefabricated (package) activated sludge treatment消化污泥,熟污泥 digested sludge 重力浓缩池 gravity thickener systems混合污泥 mixed sludge 圆形污水沉淀池预制的接触稳定或污泥处理 sludge treatment circular sewage sedimentation tank prefabricated contact stabilization or污泥处置 sludge disposal 刮泥机 sludge scraper 延时曝气处理系统最终处置 ultimate disposal 搅拌作用 stirring action extended aeration treatment systems填埋 n. landfill 底流 n. underflow BOD负荷 BOD loading细胞物质 cellular mass 废水回用 wastewater reuse 冷却塔水 cooling tower water内源衰亡 endogenous decay 直接回用 direct reuse 选择性处理 optional treatment直接废水回用 direct wastewater reuse 水费 water costs厌氧消化 anaerobic digestion 间接回用 indirect reuse 回用的城市污水厌氧污泥消化 anaerobic sludge digestion 间接废水回用 indirect wastewater reuse reclaimed municipal wastewater 有盖的圆形池 covered circular tank 出水处理 effluent treatment 工业过程 industrial processes 消化过程 digestion process 回用水 reclaimed water 冷却水 cooling water 厌氧消化过程 anaerobic digestion process 排放 n. , v. discharge 锅炉给水boiler feedwater 生化反应 biochemical reactions 保留 n. retention 灌溉回用 irrigation reuse 有机酸 organic acids 循环 n. recycling 废水直接灌溉direct irrigation with wastewater 挥发性脂肪酸 (VFAs) volatile fatty acids 低负荷土地处理系统 low-rate land treatment system v. recycle 甲烷气 methane gas 部分处理 n. partial treatment 间接灌溉回用indirect reuse for irrigation 末端产物 end product 最终用途 end use 废水排放 wastewater discharge 指示剂 n. indicator 城市污水回用 municipal wastewater reuse 雨水回用 storm water reuse 污泥消化池气体 sludge digester gas 灌溉 n. irrigation 可回用水 reusable water 污泥沉淀 sludge settling 景观灌溉 landscape irrigation Part ?: 第九部分:污泥储存 sludge storage 地下水回灌 groundwater recharge 投资成本,投资费(用) capital costs 消化污泥 digested sludge 建设成本,建设费(用) construction costs充分消化的污泥 well-digested sludge 市政回用 municipal reuse 运行成本,运行费(用) operating costs 消化池上清液 digester supernatant 直接市政回用 direct municipal reuse 能耗成本 energy costs 中温消化 mesophilic digestion 深度处理,高级处理 advanced treatment 运行维护 operation and maintenance 高温消化 thermophilic degestion 分质供水系统 dual-distribution system 运行控制 operational control间接市政回用 indirect municipal reuse 控制系统 control system污泥脱水 sludge dewatering 供水系统,给水系统 water supply system 仪表/控制系统混合堆肥 co-composting 取水口 n. intake instrumentation/control system天然同化能力 natural assimilative capacity 自动控制系统,自控系统污泥处理总成本overall sludge-handling costs 人工回灌 artificial recharge automatic control system深井注射 deep-well injection第八部分:废水回用浅表布水 shallow surface spreading地表水资源 surface water resource 渗透 n. percolation地下水资源 groundwater resource 工业回用 industrial reuse水短缺 water scarcity 工艺废水,过程废水 process wastewaters回用 n. , v. reuse 工艺补充水,过程补充水 plant process makeup water。
给排水专业英语课文翻译
There are several species of bacteria that are widely found in the aquatic environment but so not normally cause illness in the immuno-competent. They are not therefore particularly associated with health problems from drinking-water. It is important to be aware of them nevertheless, as they have occasionally been associated with disease where people may already be ill with other conditions or their immune system is reduced and unable to cope (Dufour 1990).They are usually known as environmental bacteria, but I have also come across the terms adventitious or heterotrophic in this context (although heterotrophic strictly means they get their source of energy and cellular carbon from the oxidation of organic material, that is, by feeding on plants or animals-rather than photosvnchesis). Where laboratories carry out plare counts, it is often these bacteria that are cultured. There will be many different types of environmental bacturia but the imporiant ones for drinking-water safety are listed here.AeromonasAeromonas are commonly found in both fresh and salt waters. There are several species, each one favouring a particular environmental niche. Aeromonas bydropbila is found mainly in clean river water, Aeromonas sobria in stagnant water and Aeromonas caviae in marine water. They are so common that people have tried to use them in rivers as indicators of pollution. They are known to cause diarrhoea and infection in soft tissue where damaged skin comes into contact with contaminated river or lake water.Aeromonas caviae is the one most commonly associated with diarrhoea. Diarrhoeal infection is usually mild, although more severe symptoms have occasionally been known, including bloody diarrhoea and chronic colitis (inflammation of the colon).Aeromonas have been found in treated chlorinated water and sometimes, there is re-growth in the distribution pipes. Chlorine only appears to have a temporary effect on them and this may mean that it stops them from reproducing but does not kill them. If left (presumably so they can get their breath back and have a bit of a rest after the chlorine attack) they can continue as normal.有一些种类的细菌在水生环境中被发现,但通常不引起疾病immuno-competent。
给排水工程外文翻译
Short and Long Term Advantage roof drainage design performance Decade 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 affected sink 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 groundwater collection pipe network. In contrast, siphonic roof drainage pipe systems are generally designed to full flow (turbulent flow means that 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 tar roof 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 Canadian work 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 in a 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 roof Typically, 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 standardcatchment, 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, export distribution 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 means that there is less friction loss, if exports are free jet, the friction 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 alsothrough 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 determines the 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 bet ween 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 tube is 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 is the 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 a series 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 thana 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 only about 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。
给水排水工程市政工程专业英语术语
给水排水工程的通用术语及其涵义一、通用术语给水排水工程的通用术语及其涵义应符合下列规定: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工壤空隙中的水。
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。
给排水专业英语汇总
UNIT 1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 use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 pollutioncontrol水污染防治water pollutionprevention污水回用wastewater reuseUNIT 2水短缺water scarcity地表水资源surface waterresource管网Pipe Network供水系统water supply system市政配水系统municipaldistribution system建筑给水系统house watersupply system分区供水系统dual distributionsystem小区micro district小社区small community冷水供水系统cold watersupply system热水供水系统hot water supplysystem消防系统fire protectionsystem喷淋系统fire protectionsprinkler system自动水幕系统automaticdrencher system半自动水幕系统semi automaticdrencher 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industrialsystem雨水排水系统stormwatersystem合流制combined sewers分流制separate sewers建筑排水系统building drainagesystem卫生洁具plumbing fixtures卫浴设备bathroom fixtures输水系统water transmissionsystem漏水率leakage rate配水系统water distributionsystem环状管网grid system支状管网branching system下水管道sanitary sewer污水节流管interceptingsewer污水节流系统interceptingsewer system污水节流井sewageintercepting cell支管collection sewercollector sewer生活污水sanitary sewagedomestic sewagedomestic wastewater工业污水industrialwastewater工业污水/液/物industrialwastes农业用水agriculturalwastewater/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 headUnit 3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Valve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 waterstandards饮用水一级标Primary drinkingwater standards最大允许浓度Maxmumpermissible levelsmaxmumallowable levels最大污染物浓度Maxmumcontaminant levels主要污染物Primarycontaminants有机化合物Organic chemicals合成有机化合物Syntheticorganic chemicals挥发性有机化合物Volatileorganic ohemicals无机化合物Inorganic chemical微生物Microorganisms\microbes微生物污染Microbialcontaminants病原微生物Pathogenic microorganisms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 parametersof water quality水的物理性质Physical qualityof 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 ofwater 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Biochemicaloxygen demand (BOD)总氮Total nitrogen (TN)总凯式氮Total Kjeldahlnitrogen (TKN)悬浮固体Suspended solids (SS)总悬浮固体Total suspendedsolids (TSS)溶解Dissolved (DS)总溶解Total dissolved (TDS)Unit 4溶解的铁和锰Dissolved iron andmanganese硬度Hardness碱度Alkalinity盐度Salinity有害物质Toxic and hazardousmaterials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Refractoryorganic chemicals永久性有机污染物Persistentorganic pollutants致癌化学性Carcinogenicchemicals三卤甲烷Trihalo methanes卤素Halogen甲基Methyl氯仿Trichloromethane三氯甲烷Chloroform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NicheUnit 5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Secondarytreatment 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 polishedeffluent废水处理厂Wastewatertreatment plant污水处理厂Sewage treatmentplant二级处理厂Secondarytreatment plant城市污水处理Municipal wastewatertreatment市政工程Municipal engineering土木工程Civil engineering城市污水处理厂Municipal wastewatertreatment plant污水处理能力Sewage treatmentcapacity电容Capacitance污水处理设施Municipaltreatment facilities多反应器设施Multi-reactorfacility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perikineticflocculation同向絮凝orthokineticflocculation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optimumcoagulant 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presedimentationbasin3.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 mediafilter双层滤池two-layer filter粗滤料coarse media细滤料fine media助滤剂filter aid滤后水,滤出水filtered water滤后水,滤池出水filtereffluent滤前水,滤池进水filterinfluent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hydraulicbackwashing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disinfectionby-products氯化n. chlorinationv. chlorinate氯化水chlorinated water预氯化n. prechlorination氯化消毒副产物by-productsof chlorination化学消毒剂chemicaldisinfectants液氯liquid chlorine ,liquefied chlorine氯胺n. chloramines次氯酸盐hypochlorites次氯酸钠sodiumhypochlorite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) ultravioletradiation (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chlorinedosage ,applied chlorine自由氯,游离氯freechlorine ,free availablechlorine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 residualchlorine自由氯余量free chlorineresidual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) powderedactivated carbon粒状炭(GAC) granularactivated carbon颗粒活性炭(GAC) granularactivated carbon活性炭纤维(ACF) activatedcarbon fiber再生n. regenerationv. regenerate吸附剂n. adsorbent吸附质n. adsorbate吸附塔,吸附柱adsorptioncolumn吸附床adsorption bed空床接触时间empty bedcontact time吸附带mass transfer zone快速小柱试验rapid small scalecolumn test生物活性炭(BAC) biologicalactivated carbon7.离子交换n. ion exchange离子交换树脂ion exchangeresin离子交换器ion exchanger离子交换柱ion exchangecolumn硬度n. hardness除硬hardness removal软化n. softeningv. soften化学软化chemical softening沉淀软化precipitationsoftening除盐,脱盐n. desaltinationv.desalt去矿化n. demineralizationv. demineralize离子交换软化法ionexchange softening process离子交换除盐法ion exchangedesalting 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semipermeablemembrane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chemicalprecipitation沉淀软化precipitationsoftening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microbialpopulation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 growthphase稳定期stationary phase4. 内源呼吸阶段endogenous stage内源生长期endogenous growth phase内源呼吸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 treatment 废水生物处理biological wastewater treatment废水生物处理系统biological wastewater treatment system污水生物处理系统biological sewage treatment system 生物处理法biological treatment process生物处理装置biological treatment unit串联in series悬浮生长处理法suspended-growth treatmentprocesses生物固体biological solids活性污泥activated sludge附着生长处理法attached-growth treatment processes附着的微生物attachedmicrobes微生物附着生长attachedmicrobial growth生物膜n. biofilm代谢n. metabolismv. metabolize稳定,稳定化n.stabilizationv. stabilize生物代谢biologicalmetabolism微生物代谢microbialmetabolism好氧的 a. aerobic好氧菌aerobic bacteria好氧微生物aerobicmicroorganisms好氧氧化aerobic oxidation厌氧的 a. anaerobic厌氧菌anaerobic bacteria厌氧氧化anaerobic oxidation兼性的 a. facultative兼性菌facultative bacteria好氧环境aerobic environment厌氧环境anaerobicenvironment营养物n. nutrients无机营养物inorganic nutrients营养物去除nutrient removal营养物生物去除biologicalnutrient removal脱氮除磷nitrogen andphosphorus removal生物硝化biologicalnitrification硝化菌nitrifying bacteria生物反硝化,生物脱氮biologicaldenitrification生物除磷biologicalphosphorus removal1.活性污泥法activated sludgeprocess微生物n. microorganismsn. microbes细菌n. bacteria生物絮体biological floc微生物絮体microbial floc活性污泥activated sludge絮状活性污泥flocculate-bacterial sludge回流活性污泥(RAS)returnedactivated sludge回流污泥returned sludge回流污泥recycled sludge剩余污泥excess sludge废活性污泥(WAS)wasteactivated sludge废污泥waste sludge曝气池aeration tank曝气池aeration basin曝气池aeration chamber完全混合曝气池completelymixed aeration basin活性污泥池activated sludgetank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aircompressor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airdiffuser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 efficiency可沉降固体settleable solids挥发性固体volatile solids非挥发性固体nonvolatile solids挥发性悬浮固体(VSS) volatile suspended solids混合液mixed liquor混合液悬浮固体(MLSS)mixed liquor suspended solids混合液挥发性悬浮固体(MLVSS) mixed liquor volatile suspended solids污泥沉降比(SV) settling velocity污泥容积指数(SVI) sludge volume index比耗氧速率(SOUR) specific oxygen uptake rate污泥龄sludge age曝气池容积aeration tank volume曝气时间aeration period曝气时间aeration time水力停留时间(HRT) hydraulic residence time水力负荷hydraulic loadingBOD负荷BOD loading普通活性污泥法conventionalactivated sludge process传统活性污泥法conventionalactivated sludge process标准活性污泥法standardactivated sludge process传统活性污泥厂conventionalactivated sludge plant阶段曝气活性污泥step aerationactivated sludge process分段v. step进水负荷influent load分段进水step loading渐减v. taper渐减曝气tapered aeration接触稳定活性污泥法contact stabilization activatedsludge process再曝气n. reaeration曝气—沉淀—再曝气aeration-sedimentation-reaeration完全好氧处理法complete aerobic treatmentprocess高负荷(完全混合)活性污泥法high-rate (completely mixed)activated sludge process延时曝气活性污泥法extended aeration activatedsludge process延时曝气法extended aerationprocess延时曝气extended aeration氧化沟oxidation ditch水平转刷horizontal rotor转刷曝气rotor aeration笼型转刷caged rotor吸附—生物降解工艺(AB法)adsorption-biodegradationprocess序批式活性污泥法(SBR法)sequencing batch reactor (SBR)process、序批式活性污泥法(SBR法)sequential batch reactor (SBR)processSBR法SBR process序批式反应器(SBR)sequencing batch reactor (SBR)序批式反应器(SBR) sequentialbatch reactor初沉primary clarification曝气n. aeration二沉secondary clarification初沉池primary clarifier二沉池secondary clarifier泵送系统pumping system活性污泥法activated sludgeprocess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idlephase营养物去除nutrient removal营养物生物去除biologicalnutrient removal碳源carbon source硝化n. nitrificationv. nitrify硝化菌nitrifying bacteria反硝化n. denitrificationv. denitrify脱氮n. denitrification生物反硝化,生物脱氮biologicaldenitrification缺氧—好氧脱氮工艺(A/O法)anoxic-oxic process厌氧—缺氧—好氧法(A2/O法)anaerobic-anoxic-aerobicprocessA-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塑料管状或蜂窝状填料plastic tubular or 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生物转盘法biodisc process生物转盘rotating biological contactor生物转盘n. biodisc塑料盘片plastic discs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-bedbioreactor移动床生物膜反应器(MBBR)moving-bed biofilmreactor3.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产甲烷阶段methanogenicphase水解n. hydrolysisv. hydrolysis产酸发酵acidogenicfermentation产氢产乙酸H2-producingacetogenesis产甲烷methanogenesis产酸菌acid formers产甲烷菌methane formers ,methane-forming bacteria有机酸organic acids挥发性脂肪酸(VFAs) volatilefatty acids硫酸盐还原sulfate reduction硫酸盐还原菌sulfate-reducingbacteria上流式厌氧污泥床(UASB)upflow anaerobic sludgeblanket上升流速upflow velocity厌氧折流板反应器(ABR)anaerobic baffledreactor两段或两级厌氧生物处理two-stage anaerobic biotreatment两相厌氧生物处理two-phaseanaerobic biotreatment产酸相acidogenic phase产甲烷相methanogenic phase消化n. digestionv. digest消化池n. digestor厌氧消化anaerobic digestion污泥消化sludge digestion厌氧消化池anaerobicdigestor厌氧接触法anaerobic contactprocess厌氧膨胀床反应器anaerobic expanded-bedreactor厌氧流化床反应器anaerobic fluidized-bedreactor厌氧生物转盘anaerobic rotatingbiological contactor4.自然生物处理系统自然净化系统naturalpurification system稳定塘stabilization pondsstabilization lagoons氧化塘oxidation ponds土地处理系统landtreatment systems废水土地处理land treatmentof wastewater净化过程purification process自然净化natural purification污水塘sewage lagoon稳定塘stabilization pondsstabilization lagoons氧化塘oxidation ponds好氧塘aerobic pond兼性塘facultative pond好氧生化反应aerobicbiochemical reaction厌氧生化反应anaerobicbiochemical reaction厌氧分解anaerobicdecomposition厌氧分解decomposeanaerobically好氧稳定aerobic stabilization细菌n. bacteria藻类n. algae微型植物microscopic plants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 treatment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 treatmentsystem地表漫流overland flow径流集水沟runoff collectionditch物理、化学和生物过程physical , chemical , andbiological 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sludgevolume原污泥,生污泥raw sludge新鲜污泥,生污泥freshsludge消化污泥,熟污泥digestedsludge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n. landfill污泥减量sludge volumereduction污泥稳定化sludgestabilization(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stabilizedsludge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waterysludge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 sewagesedimentation tank刮泥机sludge scraper搅拌作用stirring action底流n. underflow浓缩的底流thickenedunderflow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floatationthickening溶气气浮dissolved-airfloatation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 sludgelayer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 treatment systems 预制的接触稳定或prefabricated contact stabilization or延时曝气处理系统extended aeration treatment systemsBOD负荷BOD loading细胞物质cellular mass内源衰亡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digestersupernatant中温消化mesophilicdigestion高温消化thermophilicdegestion污泥脱水sludge dewatering混合堆肥co-composting污泥处理总成本overallsludge-handling costs第八部分:废水回用地表水资源surface waterresource地下水资源groundwaterresource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directwastewater reuse间接回用indirect reuse间接废水回用indirectwastewater 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. partialtreatment最终用途end use城市污水回用municipalwastewater reuse灌溉n. irrigation景观灌溉landscape irrigation地下水回灌groundwaterrecharge市政回用municipal reuse直接市政回用directmunicipal 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indirectmunicipal reuse供水系统,给水系统watersupply system取水口n. intake天然同化能力naturalassimilative capacity人工回灌artificial recharge深井注射deep-well injection浅表布水shallow surfacespreading渗透n. percolation工业回用industrial reuse工艺废水,过程废水processwastewaters工艺补充水,过程补充水plant process makeup water冷却塔水cooling tower water选择性处理optionaltreatment水费water costs回用的城市污水reclaimed municipalwastewater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 irrigationwith wastewater低负荷土地处理系统low-rate land treatment system间接灌溉回用indirect reusefor irrigation废水排放wastewaterdischarge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 system。
给排水专业英语汇总
UNIT 1给水工程 water supply engineering 排水工程 sewage 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淡水 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 use污水 sewage废水 wastewater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 pollutant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 reuseUNIT 2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 (looped)system支状管网 branching(branched) system下水管道 sanitary sewer污水节流管 intercepting(中间截取) sewer污水节流系统 intercepting sewer system污水节流井 sewage intercepting well支管 collection (目的:收集)sewer collectorsewer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 ex cava tion深度 excavation depth水力分析 hydraulic analysis水头 pressure head总水头 total headUnit 3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 Valve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)Unit 4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 Chloroform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 NicheUnit 5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 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 media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 carbon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. 内源呼吸阶段 endogenous stage内源生长期 endogenous growth phase内源呼吸 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 treatment废水生物处理 biological wastewater treatment废水生物处理系统biological wastewatertreatment system污水生物处理系统 biological sewage treatmentsystem生物处理法 biological treatment process生物处理装置 biological treatment unit串联 in series悬浮生长处理法suspended-growth treatmentprocesses生物固体 biological solids活性污泥 activated sludge附着生长处理法attached-growth treatmentprocesses附着的微生物 attached microbes微生物附着生长 attached microbial growth生物膜 n. biofilm代谢 n. metabolismv. metabolize稳定,稳定化 n. stabilizationv. stabilize生物代谢 biological metabolism微生物代谢 microbial metabolism好氧的 a. aerobic好氧菌 aerobic bacteria好氧微生物 aerobic microorganisms好氧氧化 aerobic oxidation厌氧的 a. anaerobic厌氧菌 anaerobic bacteria厌氧氧化 anaerobic oxidation兼性的 a. facultative兼性菌 facultative bacteria好氧环境 aerobic environment厌氧环境 anaerobic environment营养物 n. nutrients无机营养物 inorganic nutrients营养物去除 nutrient removal营养物生物去除biological nutrient removal脱氮除磷 nitrogen and phosphorus removal生物硝化 biological nitrification硝化菌 nitrifying bacteria生物反硝化,生物脱氮 biological denitrification 生物除磷 biological phosphorus removal1.活性污泥法 activated sludge process微生物 n. microorganisms n. microbes细菌 n. bacteria生物絮体 biological floc微生物絮体 microbial floc活性污泥 activated sludge絮状活性污泥 flocculate-bacterial sludge回流活性污泥 (RAS) returned activated sludge 回流污泥 returned sludge回流污泥 recycled sludge剩余污泥 excess sludge 废活性污泥 (WAS) waste activated sludge废污泥 waste sludge曝气池 aeration tank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 efficiency可沉降固体 settleable solids挥发性固体 volatile solids非挥发性固体 nonvolatile solids挥发性悬浮固体(VSS) volatile suspendedsolids混合液 mixed liquor混合液悬浮固体 (MLSS) mixed liquor suspendedsolids混合液挥发性悬浮固体(MLVSS) mixed liquorvolatile suspended solids污泥沉降比 (SV) settling velocity污泥容积指数 (SVI) sludge volume index比耗氧速率 (SOUR) specific oxygen uptake rate污泥龄 sludge age曝气池容积 aeration tank volume曝气时间 aeration period曝气时间 aeration time水力停留时间 (HRT) hydraulic residence time水力负荷 hydraulic loadingBOD负荷 BOD loading普通活性污泥法 conventional activated sludgeprocess传统活性污泥法 conventional activated sludgeprocess标准活性污泥法standard activated sludgeprocess传统活性污泥厂 conventional activated sludgeplant阶段曝气活性污泥step aeration activated sludgeprocess分段 v. step进水负荷 influent load分段进水 step loading渐减 v. taper渐减曝气 tapered aeration接触稳定活性污泥法contact stabilization activated sludge process 再曝气 n. reaeration曝气—沉淀—再曝气aeration-sedimentation-reaeration完全好氧处理法complete aerobic treatment process高负荷(完全混合)活性污泥法high-rate (completely mixed) activated sludge process延时曝气活性污泥法extended aeration activated sludge process延时曝气法 extended aeration process延时曝气 extended aeration氧化沟 oxidation ditch水平转刷 horizontal rotor转刷曝气 rotor aeration笼型转刷 caged rotor吸附—生物降解工艺 (AB法)adsorption-biodegradation process序批式活性污泥法(SBR法) sequencing batch reactor (SBR) process、序批式活性污泥法(SBR法) sequential batch reactor (SBR) processSBR法 SBR process序批式反应器(SBR) sequencing batch reactor (SBR)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 removal碳源 carbon source硝化 n. nitrificationv. nitrify硝化菌 nitrifying bacteria反硝化 n. denitrificationv. denitrify脱氮 n. denitrification生物反硝化,生物脱氮biological denitrification缺氧—好氧脱氮工艺 (A/O法)anoxic-oxic process厌氧—缺氧—好氧法(A2/O法)anaerobic-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塑料管状或蜂窝状填料plastic tubular orhoneycomb-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生物转盘法 biodisc process生物转盘 rotating biological contactor生物转盘 n. biodisc塑料盘片 plastic discs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产甲烷阶段 methanogenic phase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 ,methane-forming bacteria有机酸 organic acids挥发性脂肪酸 (VFAs) volatile fatty acids硫酸盐还原 sulfate reduction硫酸盐还原菌 sulfate-reducing bacteria 上流式厌氧污泥床 (UASB)upflow anaerobic sludge blanket上升流速 upflow velocity厌氧折流板反应器 (ABR)anaerobic baffled reactor两段或两级厌氧生物处理two-stage anaerobicbiotreatment两相厌氧生物处理two-phase anaerobicbiotreatment产酸相 acidogenic phase产甲烷相 methanogenic phase消化 n. digestionv. digest消化池 n. digestor厌氧消化 anaerobic digestion污泥消化 sludge digestion厌氧消化池 anaerobic digestor厌氧接触法 anaerobic contact process厌氧膨胀床反应器anaerobic expanded-bed reactor厌氧流化床反应器anaerobic fluidized-bed reactor厌氧生物转盘anaerobic rotating biological contactor4.自然生物处理系统自然净化系统 natural purification system稳定塘 stabilization pondsstabilization lagoons氧化塘 oxidation ponds土地处理系统 land treatment systems废水土地处理 land treatment of wastewater净化过程 purification process自然净化 natural purification污水塘 sewage lagoon稳定塘 stabilization pondsstabilization lagoons氧化塘 oxidation ponds好氧塘 aerobic pond兼性塘 facultative pond好氧生化反应 aerobic biochemical reaction厌氧生化反应 anaerobic biochemical reaction厌氧分解 anaerobic decomposition厌氧分解 decompose anaerobically好氧稳定 aerobic stabilization细菌 n. bacteria藻类 n. algae微型植物 microscopic plants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 treatment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 n. landfill污泥减量 sludge volume reduction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搅拌作用 stirring action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 treatment systems预制的接触稳定或prefabricated contact stabilization or 延时曝气处理系统extended aeration treatment systemsBOD负荷 BOD loading细胞物质 cellular mass内源衰亡 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-composting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 waterPart Ⅸ: 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 system。
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。
给排水专业英语汇总
UNIT 1给水工程water supply engineering排水工程sewage 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淡水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 use污水sewage废水wastewater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pollutant玷污、污染contamination致污物contaminant未污染uncontaminated水污染water pollution水污染控制water pollutioncontrol水污染防治water pollutionprevention污水回用wastewater reuseUNIT 2水短缺water scarcity地表水资源surface waterresource管网Pipe Network供水系统water supply system市政配水系统municipaldistribution system建筑给水系统house watersupply system分区供水系统dual distributionsystem小区micro district小社区small community冷水供水系统cold watersupply system热水供水系统hot water supplysystem消防系统fire protectionsystem喷淋系统fire protectionsprinkler system自动水幕系统automaticdrencher system半自动水幕系统semi automaticdrencher 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industrialsystem雨水排水系统stormwatersystem合流制combined sewers分流制separate sewers建筑排水系统building drainagesystem卫生洁具plumbing fixtures卫浴设备bathroom fixtures输水系统water transmissionsystem漏水率leakage rate配水系统water distributionsystem环状管网grid (looped)system支状管网branching(branched)system下水管道sanitary sewer污水节流管intercepting(中间截取) sewer污水节流系统interceptingsewer system污水节流井sewageintercepting well支管collection (目的:收集)sewer collector sewer生活污水sanitary sewagedomestic sewagedomestic wastewater工业污水industrialwastewater工业污水/液/物industrialwastes农业用水agriculturalwastewater/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ex cava tion深度excavation depth水力分析hydraulic analysis水头pressure head总水头total headUnit 3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Valve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Maxmumpermissible levelsmaxmumallowable levels最大污染物浓度Maxmumcontaminant levels主要污染物Primarycontaminants有机化合物Organic chemicals合成有机化合物Syntheticorganic chemicals挥发性有机化合物Volatileorganic ohemicals无机化合物Inorganic chemical微生物Microorganisms\microbes微生物污染Microbialcontaminants病原微生物Pathogenic microorganisms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 parametersof water quality水的物理性质Physical qualityof 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 ofwater 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 oxygendemand (BOD)总氮Total nitrogen (TN)总凯式氮Total Kjeldahlnitrogen (TKN)悬浮固体Suspended solids (SS)总悬浮固体Total suspendedsolids (TSS)溶解Dissolved (DS)总溶解Total dissolved (TDS)Unit 4溶解的铁和锰Dissolved iron andmanganese硬度Hardness碱度Alkalinity盐度Salinity有害物质Toxic and hazardousmaterials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Refractoryorganic chemicals永久性有机污染物Persistentorganic pollutants致癌化学性Carcinogenicchemicals三卤甲烷Trihalo methanes卤素Halogen甲基Methyl氯仿Trichloromethane三氯甲烷Chloroform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NicheUnit 5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Secondarytreatment 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 polishedeffluent废水处理厂Wastewatertreatment plant污水处理厂Sewage treatmentplant二级处理厂Secondary treatmentplant城市污水处理Municipal wastewatertreatment市政工程Municipal engineering土木工程Civil engineering城市污水处理厂Municipal wastewatertreatment plant污水处理能力Sewage treatmentcapacity电容Capacitance污水处理设施Municipaltreatment facilities多反应器设施Multi-reactorfacility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perikineticflocculation同向絮凝orthokineticflocculation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optimumcoagulant 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-contacttank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 basin 3.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 mediafilter双层滤池two-layer filter粗滤料coarse media细滤料fine media助滤剂filter aid滤后水,滤出水filtered water滤后水,滤池出水filtereffluent滤前水,滤池进水filterinfluent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hydraulicbackwashing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disinfectionby-products氯化n. chlorinationv. chlorinate氯化水chlorinated water预氯化n. prechlorination氯化消毒副产物by-productsof chlorination化学消毒剂chemicaldisinfectants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) ultravioletradiation (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chlorinedosage ,applied chlorine自由氯,游离氯freechlorine ,free availablechlorine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 residualchlorine自由氯余量free chlorineresidual化合余氯combined residualchlorine化合氯余量combinedchlorine residuals折点氯化(法)breakpointchlorination折点氯化曲线breakpointchlorination curve折点加氯量breakpointdosage氯折点chlorine breakpoint压力钢瓶pressured steelcylinder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 carbon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 scalecolumn test生物活性炭(BAC) biologicalactivated carbon7.离子交换n. ion exchange离子交换树脂ion exchangeresin离子交换器ion exchanger离子交换柱ion exchangecolumn硬度n. hardness除硬hardness removal软化n. softeningv. soften化学软化chemical softening沉淀软化precipitationsoftening除盐,脱盐n. desaltinationv.desalt去矿化n. demineralizationv. demineralize离子交换软化法ionexchange softening process离子交换除盐法ion exchangedesalting 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semipermeablemembrane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chemicalprecipitation沉淀软化precipitationsoftening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microbialpopulation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microbialgrowth kinetics1.迟滞期lag phase2.对数生长期exponential-growth phase3.减速生长期decling growthphase稳定期stationary phase4. 内源呼吸阶段endogenousstage内源生长期endogenousgrowth phase内源呼吸endogenousrespiration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 treatment 废水生物处理biological wastewater treatment废水生物处理系统biological wastewater treatment system污水生物处理系统biological sewage treatment system 生物处理法biological treatment process生物处理装置biological treatment unit串联in series悬浮生长处理法suspended-growth treatment processes生物固体biological solids活性污泥activated sludge附着生长处理法attached-growth treatment processes 附着的微生物attached microbes微生物附着生长attached microbial growth生物膜n. biofilm代谢n. metabolismv. metabolize稳定,稳定化n. stabilizationv. stabilize生物代谢biological metabolism微生物代谢microbial metabolism好氧的 a. aerobic好氧菌aerobic bacteria好氧微生物aerobicmicroorganisms好氧氧化aerobic oxidation厌氧的 a. anaerobic厌氧菌anaerobic bacteria厌氧氧化anaerobic oxidation兼性的 a. facultative兼性菌facultative bacteria好氧环境aerobic environment厌氧环境anaerobicenvironment营养物n. nutrients无机营养物inorganic nutrients营养物去除nutrient removal营养物生物去除biologicalnutrient removal脱氮除磷nitrogen andphosphorus removal生物硝化biologicalnitrification硝化菌nitrifying bacteria生物反硝化,生物脱氮biologicaldenitrification生物除磷biologicalphosphorus removal1.活性污泥法activated sludgeprocess微生物n. microorganismsn. microbes细菌n. bacteria生物絮体biological floc微生物絮体microbial floc活性污泥activated sludge絮状活性污泥flocculate-bacterial sludge回流活性污泥(RAS)returnedactivated sludge回流污泥returned sludge回流污泥recycled sludge剩余污泥excess sludge废活性污泥(WAS)wasteactivated sludge废污泥waste sludge曝气池aeration tank曝气池aeration basin曝气池aeration chamber完全混合曝气池completelymixed aeration basin活性污泥池activated sludgetank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aircompressor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airdiffuser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-bubblediffused aeration微气泡fine-bubble大气泡coarse-bubble静态混合器static mixer机械曝气系统mechanicalaeration 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 tansferefficiency可沉降固体settleable solids挥发性固体volatile solids非挥发性固体nonvolatilesolids挥发性悬浮固体(VSS)volatile suspended solids混合液mixed liquor混合液悬浮固体(MLSS) mixed liquor suspended solids混合液挥发性悬浮固体(MLVSS) mixed liquor volatile suspended solids污泥沉降比(SV) settling velocity污泥容积指数(SVI) sludge volume index比耗氧速率(SOUR) specific oxygen uptake rate污泥龄sludge age曝气池容积aeration tank volume曝气时间aeration period曝气时间aeration time水力停留时间(HRT) hydraulic residence time水力负荷hydraulic loading BOD负荷BOD loading普通活性污泥法conventional activated sludge process传统活性污泥法conventional activated sludge process标准活性污泥法standard activated sludge process传统活性污泥厂conventional activated sludge plant阶段曝气活性污泥step aeration activated sludge process分段v. step进水负荷influent load分段进水step loading渐减v. taper渐减曝气tapered aeration接触稳定活性污泥法contact stabilization activated sludge process再曝气n. reaeration曝气—沉淀—再曝气aeration-sedimentation-reaeration完全好氧处理法complete aerobic treatment process高负荷(完全混合)活性污泥法high-rate (completely mixed)activated sludge process延时曝气活性污泥法extended aeration activatedsludge process延时曝气法extended aerationprocess延时曝气extended aeration氧化沟oxidation ditch水平转刷horizontal rotor转刷曝气rotor aeration笼型转刷caged rotor吸附—生物降解工艺(AB法)adsorption-biodegradationprocess序批式活性污泥法(SBR法)sequencing batch reactor (SBR)process、序批式活性污泥法(SBR法)sequential batch reactor (SBR)processSBR法SBR process序批式反应器(SBR)sequencing batch reactor (SBR)序批式反应器(SBR) sequentialbatch reactor初沉primary clarification曝气n. aeration二沉secondary clarification初沉池primary clarifier二沉池secondary clarifier泵送系统pumping system活性污泥法activated sludgeprocess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idlephase营养物去除nutrient removal营养物生物去除biologicalnutrient removal碳源carbon source硝化n. nitrificationv. nitrify硝化菌nitrifying bacteria反硝化n. denitrificationv. denitrify脱氮n. denitrification生物反硝化,生物脱氮biologicaldenitrification缺氧—好氧脱氮工艺(A/O法)anoxic-oxic process厌氧—缺氧—好氧法(A2/O法)anaerobic-anoxic-aerobicprocessA-A-O法同步脱氮除磷工艺anaerobic-anoxic-aerobicprocess脱氮除磷nitrogen andphosphorus removal厌氧氨氧化(ANAMMOX)anaerobicammonium oxidation生物除磷biological phosphorusremoval膜生物反应器(MBR)membrane biologicalreactor2.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塑料管状或蜂窝状填料plastictubular or honeycomb-shapedpackings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生物转盘法biodisc process生物转盘rotating biological contactor生物转盘n. biodisc塑料盘片plastic discs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产甲烷阶段methanogenic phase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 , methane-forming bacteria有机酸organic acids挥发性脂肪酸(VFAs) volatile fatty acids硫酸盐还原sulfate reduction 硫酸盐还原菌sulfate-reducing bacteria上流式厌氧污泥床(UASB)upflow anaerobic sludgeblanket上升流速upflow velocity厌氧折流板反应器(ABR)anaerobic baffledreactor两段或两级厌氧生物处理two-stage anaerobic biotreatment两相厌氧生物处理two-phaseanaerobic biotreatment产酸相acidogenic phase产甲烷相methanogenic phase消化n. digestionv. digest消化池n. digestor厌氧消化anaerobic digestion污泥消化sludge digestion厌氧消化池anaerobicdigestor厌氧接触法anaerobic contactprocess厌氧膨胀床反应器anaerobic expanded-bedreactor厌氧流化床反应器anaerobic fluidized-bedreactor厌氧生物转盘anaerobic rotatingbiological contactor4.自然生物处理系统自然净化系统naturalpurification system稳定塘stabilization pondsstabilization lagoons氧化塘oxidation ponds土地处理系统land treatmentsystems废水土地处理land treatmentof wastewater净化过程purification process自然净化natural purification污水塘sewage lagoon稳定塘stabilization pondsstabilization lagoons氧化塘oxidation ponds好氧塘aerobic pond兼性塘facultative pond好氧生化反应aerobicbiochemical reaction厌氧生化反应anaerobicbiochemical reaction厌氧分解anaerobicdecomposition厌氧分解decomposeanaerobically好氧稳定aerobic stabilization细菌n. bacteria藻类n. algae微型植物microscopic plants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advancedtreatment pond三级处理塘tertiary treatmentpond土地处理工艺(过程)landtreatment processes关键因素critical factors土壤类型soil type气候n. climate土地处理系统land treatmentsystems慢速土地处理系统slow rate landtreatment system低负荷土地处理系统low-rate landtreatment system三级处理水平tertiarytreatment level灌溉n. irrigationv. irrigate土壤的天然过滤和吸附性质natural filtration and adsorptionproperties of soil投配的废水appliedwastewater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 treatment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 wetland man-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n. landfill污泥减量sludge volume reduction污泥稳定化sludgestabilization(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stabilizedsludge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waterysludge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 sewagesedimentation tank刮泥机sludge scraper搅拌作用stirring action底流n. underflow浓缩的底流thickenedunderflow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floatationthickening溶气气浮dissolved-airfloatation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 sludgelayer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biochemicaldecomposition好氧消化aerobic digestion好氧污泥消化aerobicsludge digestion好氧消化过程aerobicdigestion process活性污泥池activated sludgetank预制的(成套)活性污泥处理系统prefabricated (package)activated sludge treatment systems预制的接触稳定或prefabricated contactstabilization or延时曝气处理系统extended aerationtreatment systemsBOD负荷BOD loading细胞物质cellular mass内源衰亡endogenous decay厌氧消化anaerobic digestion厌氧污泥消化anaerobicsludge digestion有盖的圆形池coveredcircular tank消化过程digestion process厌氧消化过程anaerobicdigestion process生化反应biochemicalreactions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-composting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municipalwastewater reuse灌溉n. irrigation景观灌溉landscape irrigation地下水回灌groundwaterrecharge市政回用municipal reuse直接市政回用directmunicipal 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indirectmunicipal reuse供水系统,给水系统watersupply system取水口n. intake天然同化能力naturalassimilative capacity人工回灌artificial recharge深井注射deep-well injection浅表布水shallow surfacespreading渗透n. percolation工业回用industrial reuse工艺废水,过程废水processwastewaters工艺补充水,过程补充水plant process makeup water冷却塔水cooling tower water选择性处理optionaltreatment水费water costs回用的城市污水reclaimed municipalwastewater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 irrigationwith wastewater低负荷土地处理系统low-rate land treatment system间接灌溉回用indirect reusefor irrigation废水排放wastewaterdischarge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 andmaintenance运行控制operational control控制系统control system仪表/控制系统instrumentation/controlsystem自动控制系统,自控系统automatic controlsystem。
给排水专业汉英对照
AA/A/O法 anaerobic-anoxic-oxic process(厌氧-缺氧-好氧法)A/O法(厌氧-好氧法) anaerobic-oxic processA-A-O生物脱氮除磷工艺 A-A-O biological nitrogen and phosphorus removal processAB法 Adsorption Biodegradation process(吸附生物降解法)A-O除磷工艺 A-O phosphorus removal processA-O脱氮工艺 A-O nitrogen removal processBMTS型一体化氧化沟 BMTS intrachannel clarifier oxidation ditchBOD-污泥负荷 BOD-sludge loadK型叶轮曝气机 K type impeller aeratorLMPPhoredox nitrogen and phosphorus removal processr射线 gamma rayswater into groundwater aquifer氨氮 ammonia-nitrogen氨化反应 Nitragen氨基酸 amino acid铵盐 ammonium salt奥贝尔(Orbal)型氧化沟 Orbal oxidation ditch巴登福脱氮除磷工艺 Bardenpho nitrogen and phosphorus removal process白水(漂洗废水) white water(bleaching water)板框压滤 plate pressure filtration半渗透膜 semi-permeable membrane棒状杆菌属 corynebacterium薄膜式淋水材料 film packing 能使水流在填料表面形成连续薄水膜的淋水填料。
饱和常数(Ks) saturation constant饱和指数 saturation index,Langelier index 由理论推导公式得出一个指数,以定性地预测水中碳酸钙沉淀或暴雨公式 storm flow formula暴雨径流 storm runoff暴雨溢流井(截留井)storm overflow well, intercepting well 合流制排水系统中,用来截留、控制合流水量苯 benzene苯胺 aniline泵型叶轮暴气器 paddle impeller aerator泵站 pumping house 设置水泵机组、电气设备和管道、闸阀等的房屋。
给排水专业毕业论文中英文资料外文翻译文献
毕业论文外文资料翻译系别:环能学院专业:给水排水工程外文出处:Wan Fang foreign languagesliterature datebase附件:1、外文原文;2、外文资料翻译译文。
1、外文原文Supplying and draining waterin hospital construction With 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 aroom, 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 water stove , 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 usinga 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 of engineering 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 publicspace 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 use echelon 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 4kilograms 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 structure stretches 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.2、外文资料翻译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。
给水排水专业英语翻译下学期
1 初级处理thematerial将原污水排入河道最要不得的方面就是漂浮物质。
itplants因此,格栅过去被用在居民区污水处理的第一道工序是很有道理的,甚至今天,格栅也被用在污水处理厂的第一道工序。
typicalapart典型的格栅是由一系列相隔2.5cm的钢条所组成的。
thetreatment 在现代污水处理厂当中,格栅的目的就是清除可能会毁坏设备或妨碍后序处理的物质。
inplants在一些旧的污水处理厂当中,格栅是人工清洗的,几乎所有的新处理厂当中都使用了机械清洗装置。
thebars当格栅被塞满到栅前水位上升时,清洗的耙子就会自动启动。
insmaller在很多处理厂当中,下一道处理工序是磨碎,圆形的研磨机被设计用来研磨通过格栅的物质,将它们研磨成0.3cm,甚至更小。
manyuse许多处理厂都在设计应用。
thesand第三道工序是清除粗砂和细砂,thismeters这道工序是非常重要的, 因为粗砂会磨损和损坏诸如水泵和流量计这样的设备,theout最普通的沉沙区,简单说就是流道当中宽敞的地方,在那里,流速慢下来,足以使重的沙砾沉淀下来。
Sandsolids细沙是大部分有机固体的2.5倍重,因此比轻的固体物质沉淀起来要快得多。
thematerial 沉沙区或沉砂池的目的就是去除粗砂和细砂而不能去除有机物质。
theproblems后者必须在处理厂当中作进一步处理,但是,细砂可以被作为填充物被倾倒而不产生适当的气味或其它问题。
followingpossible在大多数污水处理厂当中,紧随沉沙区域之后的是沉淀池,它使固体物质尽可能多的沉淀下来。
accordinglyminimum所以,持水时间要长,紊流要保持到最低限度。
thetank沉淀到底部的物质,通过管道被去除,而上清液从U型凹堰上溢流,水流通过有凹口的钢板,自始至终促使滤池从四周均匀排水。
settlingclarifiers沉淀池也被称为沉淀池、澄清池。
给排水专业英语单词
英汉对照给水排水专业名词来源:广州大学水质工程学发表时间:2007-5-24 最近更新时间:2008-7-22给水工程 water supply engineering排水工程 sewerage,wastewater engineering给水系统 water supply system排水系统 sewerage system给水水源 water source原水 raw water地表水 surface water地下水 ground water苦咸水(碱性水)brackish water;alkaline water淡水 fresh water冷却水 cooling water废水 wastewater污水 sewage;wastewater用水量 water consumption供水量 output污水量 wastewater flow;sewage flow用水定额 water consumption norm排水定额 wastewater flow norm水质 water quality渠道 channel;conduit干管 main泵站 pumping house泵站 pumping station给水处理 water treatment污水处理 sewage treatment;wastewater treatment废水处置 wastewater disposal格栅 bar screen曝气 aeration沉淀 sedimentation澄清 clarification过滤 filtration离子交换法 ion exchange消毒 disinfection氯化 chlorination余氯 residual chlorine游离性余氯 free residual chlorine结合性余氯 combinative residual chlorine污泥 sludge污泥处理 sludge treatment污泥处置 sludge disposal水头损失 head loss贮水池 storage reservoir;storage tank过河管 river crossing倒虹管 inverted siphon稳定 stabilization异重流density current直流水系统 once through system复用水系统 water reuse system循环水系统 water reuse system生活用水 domestic water生产用水 process water消防用水fire demand浇洒道路用水 street flushing demand, road watering绿化用水 green belt sprinkling, green plot sprinkling 未预见用水量 unforeseen demand自用水量 water consumption in water-works管网漏失水量 leakage平均日供水量 average daily coefficient最高日供水量 maximum service coefficient日变化系数 daily variation coefficient时变化系数 hourly variation coefficient最小服务水头 minimum service head管井 deep well ,drilled well管井滤水管 deep well screen管井沉淀管 grit compartment大口井 dug well;open well井群 battery of wells渗渠 infiltration gallery地下水取水构筑物及滤层 inverted layer泉室 spring chamber取水构筑物 intake structure取水口(取水头部)intake进水间 intake structure格网 screen吸水井 suction well净水构筑物 purification structure投药 chemical dosing混合 mixing凝聚 coagulation絮凝 flocculation自然沉淀 plain sedimentation凝聚沉淀 coagulation sedimentation凝聚剂 coagulant助凝剂 coagulant aid药剂固定储备量 standby reserve药剂周转储备量 current reserve沉沙池(沉砂池) desilting basin;grit chamber预沉池 pre-sedimentation tank平流沉淀池 horizontal flow sedimentation tank异向流斜管(或斜板)沉淀池 tube (plate)settler同向流斜板沉淀池 lamella机械搅拌澄清池 accelerator水力循环澄清池 circulation clarifier脉冲澄清池 plusator悬浮澄清池 sludge blanket clarifier液面负荷 surface load气浮池 floataion tank气浮溶气罐 dissloved air vessel气浮接触室 contact chamber快滤池 rapid filter虹吸滤池 siphon filter无阀滤池 pressure filter压力滤池 pressure filter移动罩滤池 movable hood backwashing filter滤料 filtering media承托层 graded gracel layer滤速 rate of filtration滤池配水系统 filter underdrain system表面冲洗 surface washing反冲洗 backwash气水反冲洗 air-water washing滤池冲洗水量 filter wash water consumption冲洗强度 intensity of back washing膨胀率 percentage of bed-expansion除铁接触氧化法 contact-axidation清水池 clean-water reservoir配水管网distribution system;pipe system环状管网 pipe network枝状管网 branch system水管支墩 buttress;anchorage软化水 softened water除盐水 demineralized water高纯水 high-purity water;ultra-high purity water 除硅 desilication;silica removal脱碱 dialkalization酸洗 acid cleaning石灰浆 lime slurry石灰乳 milk of lime树脂污染 resin fouling树脂降解 resin degradation离子交换剂 ion exchanger离子交换树脂 ion exchange resin弱碱性阴离子交换树脂 weak-base exchange resin强碱性阴离子交换树脂 strong-base anion exchange resin弱酸性慢离子交换树脂 weak-acid exchange resin强酸性阳离子交换树脂 storng-acid cation exchange resin凝胶型离子交换树脂 gel –type ion exange resin大孔型离子交换树脂 macro-reticular typeion exchange resin 磺化煤 sulfonated coal后处理 post-treatment再生 regemeration再生液置换 rinse displacement二级钠离子交换twostage sodium iopn exchange顺流再生 co-current regeneration对流再生counter-current regeneration逆流再生 up-flow regeneration浮动床 fluidized bed混合离子交换器 mixed bed空气顶压逆流再生 air hold down C.C.C,air blanket C.C.R水顶压逆流再生 water hold down C.C.R,water blanket C.C.R 无顶压逆流再生 atmospheric press bed C.C.R离子交换剂床层膨胀率 ion exchange bed expansion移动床 moving bed再生剂耗量 chemical consumption ,regenerant consumption 再生剂量 regeneration lever再生剂计量 chemical measurement超滤器 ultrafilter微孔过滤器 microporus filter双层床 stratabed,multibed双室床 double bed分步再生 stepwise regeration工作交换容量 operating capacity树脂捕捉器 resintrapper电渗析器 dlectordialyzer反渗透器 reverse osmosis unit一级除盐系统 primary demineralixation system单塔单周期移动床 monobed and single cycle moving bed双塔连续再生移动床 duad bed contactor单床离子交换器 mono-bed ion exchange冷却塔 cooling tower温式冷却塔 dry cooling tower干式冷却塔 dry cooling tower干一湿式冷却塔 dry-wet cooling tower自然通风冷却塔 natural draft cooling tower机械通风冷却塔 mechamical draft cooling tower风筒式冷却塔 chimney cooling tower开放式冷却塔 atmospheric cooling tower抽风式机械通风冷却塔 induced draft mechanical cooling tower 鼓风式机械通风冷却塔 forced draft mechnical cooling tower 横流式冷却塔 crossfolw cooling tower逆流式冷却塔 counter flow cooling tower淋水填料 packing点滴式淋水材料splash packing薄膜式淋水材料 film packing点滴薄膜式淋水填料 splash-film packing冷却塔配水系统 cooling tower distribution system槽式配水系统 troughing distribution system管式配水系统 piping distribution system管――槽结合式配水系统 pipe-troughing distrbution system池式配水系统 hot water distribution basin旋转布水器 rotating distributor溅水喷嘴 spray nozzle冷却塔配水竖件 vertical well of water distribution淋水面积 area of water drenching淋水密度 water drenching density逼近度approach冷却水温差 cooling range除水器 drift eliminator飘滴 drift湿空气回流 recirculation of wet air喷水池 qpray pond冷却池 cooling pond深水型冷却池 shallow cooling pond浅水型冷却池 deep cooling pond挡热墙 skimmer wall潜水堰 submerged weir蒸发损失 evaporation loss风吹损失 windage loss渗漏损失 seepage loss温差异重流 thermal density flow水面综合散热系数 heat transfer coefficient循环冷却水 recirculating cooling water直流冷却水 once-through cooling water直接冷却水 dircet cooling water间接冷却水 indirect coolint water补充水 make-up water旁流 side stream排污 blowdown循环冷却水系统 recirculating cooling water system直流冷却水系统 once-through cooling water system敞开式循环冷却水系统 opened recirculation cooling water system 密闭式循环冷却水系统 closed recirculation cooling water system 结垢scale污垢 fouling生物粘泥 slime,biological fouling污垢热阻 fouling resistance生物粘泥量 slime content腐蚀 corrosion全面腐蚀(均匀腐蚀) general corrosion局部腐蚀 localozed corrosion垢下腐蚀 under-deposit corrosion点蚀 pitting腐蚀率 corrosion rate点蚀系数 pitting factor阻垢 scale inhibition缓蚀 corrosion inhibition防腐蚀 corrosion prevention浓缩倍数 cyclw of concentratin系统容积 volumetric content of system饱和指数 saturation index,Langelier index稳定指数 saturation inde,Langelier index冷却水处理 coolimg water treatment旁流水处理 side-stream treatment补充水处理 make-up water treatment加酸处理scidification菌藻处理 microbiogiacl control旁流过滤 side-dtream filtration预膜 perfillmimg降解 degradation监测试片 monitoring coupon腐蚀试片 corrosion coupon阻垢剂 scale inhibitor分散剂 dispersant缓蚀剂 corrosion inhibitor杀生物剂 biocide预膜剂 prefilming abent剥离剂 stripping agent表面活性剂 surfactant消泡剂 defoaming agent排水制度 sewwer system合流制combined system分流制separate system检查井manhole跃水井drop manhole事故排出口emergencg outlet暴雨溢流井(截留井)storm overflow well, intercepting well 防潮门tide gate生活污水domestic sewage,domestic wastewater工业废水industrial wastewater生产污水polluted industrial wastewater生产废水non-polluted industrial wastewater城市污水municipal sewage;municipal wastewater旱流污水dry weather flow水体自净self-purification of water bodies一级处理primary treatment二级处理 secondary treatment生物处理biological treatment活性污泥法activated sludge process生物膜法biomembrance process双层沉淀池(隐化池)Imhoff tank初次沉淀池primary sedimentation tank二次沉淀池secondary sedimentation tank生物滤池biological filter, trickling filter塔式生物滤池 biotower生物转盘rotating biological disk生物接触氧化bio-contact oxidation曝气池aeration tank推流曝气plug flow aeration完全混合曝气complete-mixing aeration普通曝气conventional aeration阶段曝气step aeration吸附再生曝气 biosorption process,contact stabilization高负荷曝气 high-rate aeration延时曝气 extended aeration氧化沟 oxidation aitch稳定塘(氧化塘)stabilization pond,oxidation pond灌溉田 sewage farming隔油池 oil separtor固定布水器 fixed distributor活动布水器 movable distributor空气扩散曝气 diffused air aeration浅层曝气 inka aeration机械表面曝气 mechamical xurface aeration 混合液 mixed liquor堰门 weir gate原污泥raw sludge初沉污泥 primary sludge二沉污泥secondary sludge活性污泥 activated sludge消化污泥 activated sludge回流污泥 returned sludge剩余污泥 excess activated sludge污泥气 sludge gas污泥消化 sludge digestion好氧消化 aerobic sigestion厌氧消化 anaerobic digestion中温消化 mesophilic digestion高温消化 thermophilic digestion污泥浓缩 sludge thickening污泥淘洗 elutriation of sludge污泥脱水 sludge dewatering污泥真空过滤 sludge vacuum filtration污泥压滤sludge pressure filtration污泥干化 sludge drying污泥焚烧 sludge incineration合流水量 combined flow雨水量storm runoff暴雨强度 rainfall intensity人口当量 population equivalent重现期 recurrence interval降雨历时 duration of rainfall地面集水时间 time of flow管内流行时间 time of flow汇水面积 catchment area充满度 depth ratio表面水力负荷 hydraulic surface loading 固体负荷 solid loading堰负荷 weir loading容积负荷 volume loading表面有机负荷 organic surface loading污泥负荷 sludge loading需氧量 oxygen demand供氧(气)量 oxygen (air) supply氧转移率 oxygen transfer efficiency充氧能力 oxygenation capacity泥饼产率 sludge cake production污泥回流比 return sludge ratio污泥浓度 sludge concentration截流倍数 interception ratio径流系数 runoff coefficient总变化系数 peaking variation factor生化需氧量 biochemical oxygen demand化学需氧量 chemical oxygen demand耗氧量 oxygen consumption悬浮固体 suspended solid电镀废水 electroplating wastewater电镀清洗废水 electroplating rinse-wastewater闭路循环 closed system, closed loop连续处理 continuous treatment间歇处理 batch treatment清洗槽 rinse tank连续式逆流清洗 continuous countercurrent rinsing 间歇式逆流清洗 intermittent countercurrent rinsing 反喷洗清洗 back spray rinsing清洗用水定额 rinsing water norm末级清洗槽浓度 final rinse tank concentration清洗倍率 rinsing ratio碱性氯化法 alkaline chlorination process一级氧化处理 first stage oxidation treatment二级氧化处理 second stage oxidation treatment槽内处理法 tank treatment铁氧体法 ferriter technique树脂交换容量 resin exchange capacity空间流速 space flow rate交换流速 exchange flow rate再生周期 regeneration period洗脱液 spent regenerant离子交换柱 ion exchange column电解处理法 electrolytic treatment电极密度 electrode density极距 electrode distance双极性电极 bipolar electrode不溶性阳极 insoluble anode周期换向 periodic reversal脉冲电解 pulse electrolysis流出水头 static pressure for outflow给水额定流量 rate of flow设计秒流量 design flow design load卫生器具当量 fixture unit设计小时耗热量 heat consumption热水循环流量 hot water circulating flow循环附加流量 additional circulating flow配水点 points of distribution上行下给式 upfeed system下行上给式 downfeed system单向供水 one way service pipe system双向供水 multi-way service pipe system竖向分区 vertical division block明设 exposed installation暗设 concealed installation,embedded installation回流污染 backflow pollution空气间歇 air gap粪便污水 soil生活废水 waste水流转角 angle of turning flow内排水系统 interior storm system外排水系统 outside storm system集中热水供应系统 central heating system开式热水供应系统 open system of hot water supply单管热水供应系统 single pipe system of hot water supply 自然循环 natural circulation机械循环 mechanical circulation第一循环管系 primary circulating system第二循环管系 secondary circulating system引入管 service pipe, inlet pipe排出管 building drain, outlet pipe立管 vertical pipe, riser, stack横管 horizontal pipe悬吊管 hanged pipe清扫口 cleanout检查口 checkhole,checkpipe存水弯 trap,water-sealed joint水封 water seal通气管 vent pipe,vent伸顶通气管 stack vent专用通气立管 specific vent stack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 firxture vent结合通气管 yoke vent, yoke vent pipe间接排水管 indirect waste pipe雨水斗 rain strainer回水管 return pipe如有帮助欢迎下载支持卫生器具 plumbing fixtrure, fixture气压给水设备 pneumatic tank隔油井 grease interceptor降温池 cooling tank化粪池 septic tank接触消毒池 disinfecting tank11。
给水排水专业英语翻译
《给水排水专业英语》译文:(第一课)给水工程我们知道,水的供应对生命的生存至关重要。
人类需要喝水,动物需要喝水,植物也需要喝水。
社会的基本功能需要水:公共卫生设施的冲洗,工业生产过程耗水,电能生产过程的冷却用水。
在这里,我们从两方面讨论水的供给:)1、地下水供给2、地表水供给地下水是通过打井而得到的重要直接供水水源,也是一种重要的间接供水水源,因为地表溪流(或小河)会经常得到地下水的补给。
在靠近地表的通气层中,土壤孔隙内同时包含着空气和水。
这一地层,其厚度在沼泽地可能为零,在山区则可能厚达数百英尺,蕴涵三种类型的水分。
重力水,是在暴雨过后进入较大的土壤孔隙中的水。
毛细水是在毛细作用下进入较小的土壤孔隙中的水,它能够被植物吸收。
吸湿水是在不是最干燥的气候条件下由于分子间引力而被土壤稳定下来的水。
地表通气层的湿气是不能通过凿井方式作为供水水源的。
位于通气层以下的饱和层,土壤孔隙中充满着水,这就是我们通常所说的地下水。
包含大量地下水的地层称为含水层。
通气层和含水层之间的水面称为地下水位或浅层地下水面,地下水静压力与大气压力相等。
含水层可延伸相当深度), but because the weight ofoverburden material generally closes pore spaces(但因为地层负荷过重会压缩(封闭、关闭)土壤孔隙,深度超过600m,即2000英寸,就基本找不到地下水了。
能够含水层中自由流出的水量称为单位产水量。
The flow of water out of a soil can be illustrated using Figure 1(土壤中水流如图1所示). The flow rate must be proportional to the area through which flow occurs times the velocity(流量与流水面积成比例,流经该土壤面积的流量等于面积与速率成的乘积), orQ=AvWhere(此式中)Q=flow rate , in m3/sec(流量,单位为m3/s)【cubic meter per second】A=area of porous material through which flow occurs, in m2(渗透性土壤的流水断面,单位为m2)v=superficial velocity, in m/sec(表观流速(表面流速),单位为m/s)表观流速当然不是水在土壤中流动的真实速度,因为土壤固体颗粒所占据的体积大大地降低了水流通过的空间。
给排水专业英语 翻译
International Water Law and Diplomacy国际水法与外交A basic understanding of the fundamental concepts and principles of public international law is necessary in order to appreciate fully the issues that arise in the context of the law that governs international freshwater.For example ,it is important to know that the rules of international law apply to sovereign States,and it is primarily for States themselves to ensure compliance with international commitments.There is no “supra”authority to enforce such rules,except in very specific circumstances.such as a threat to international peace and security,where the United Nations can take action.Enforcement of international law is a central issues of concern .However ,the first step to that exercise must be identification of the applicable rules.These rules are found in treaties, international custom, general principles of law, and the writings of “learned publicists”.Treaties usually provide the most readily accessible source of law, but the other sources cannot be ignored. In the law governing the non-navigational uses of international watercourses, rules of customary law are particularly important and are often invoked by States in the absence of “written,” or “codified,” law.[2]It is worth noting that not all tre aties apply to all States. First, it must be ascertained whether the State concerned is a party to the treaty in question, and second, whether the latter has come into force and thus has become legally binding on the State.Finally, the normative content (requirements) of the treaty rules must be established in order to determine whether,or not, a State’s actions are in accordance with its treaty obligations.The cornerstone principle of international water law is a universally recognized rule of customary law, reflected in many international agreements, that governs States’ behaviour with respect to international watercourses (McCaffrey,1998;Caflisch, 1998). An important element of this principle is the requirement that watercourse States takeall reasonable measures not to cause significant harm to other watercourse States. These substantive rules are supported by a set of procedural rules requiring, inter alia, prior notification, exchange of information and consultations concerning planned measures likely to adversely affect other watercourse States (Bourne, 1997).The fundamental principles and procedural rules of water law are codified in the 1997 UN Watercourses Convention, a framework instrument that sets forth basic rights and obligations of watercourse States. [3]Adopted by UN General Assembly Resolution on 21 May 1997, the Con-vention was supported by 104 States, with only three States(Burundi, China, and Turkey) voting against (Wouters,2000a). The 1997 Convention requires 35 ratification and has yet to come into force. At present, Finland, Syria,Hungary, Jordan, Lebanon, Norway, South Africa, and Sweden are parties to the Convention; Luxembourg, Paraguay, Portugal, Venezuela, Germany, Namibia,Netherlands, Norway, Tunisia, and Yemen are signatories, who have yet to ratify it. The Convention has been recognized by the International Court of Justice (ICJ,1997) and by a significant number of States as an authoritative statement of the fundamental principles of international water law. Regardless of when,and whether the Convention comes into force, it will continue to play an important role in the management of international watercourses.International rules are often employed to meet regional requirements. A unique model for the protection and management of transbounddary waters has evolved under the auspices of the UN Economic Commission for Europe (UN/ECE). The long history of European transboundary cooperation has resulted in a sophisticated legal system of water resources management, focusingprimarily on limiting adverse transboundary impacts.Branko Bosnjakovic reviews the legal regime established under the 1992 Helsinki Convention on the Protection and Use of Transboundary Watercourses and International Lakes. The principal goal of the 1992 Helsinki Convention, which currently has 29 State parties, is to ensure the equitable and reasonable use of transboundary waters and limit transboundary pollution. The treaty objectives are to be achieved through a combination of national measures (legal, administrative, economic, financial, and technical) and multilateral arrangements, including joint activities,monitoring, exchange of information, etc. The1992 Helsinki Convention, an “umbrella” treaty establishing a general framework for cooperation, has been supplemented by a number of basin-specific agreements and a recent Protocol on Water and Health (1999 LondonProtocol). The Parties to the Helsinki Convention are now developing a compliance verification strategy, including the development of monitoring systems (Wouters, 1999).The UN/ECE model provides one example of a legal framework that has evolved to respond to specific water resources problems in a regional context.Most watercourse agreements do not provide for adequate compliance verification procedures. Patricia Jones considers this issue in the context of the US-Mexico boundary waters regime, comparing it with the system of environmental rules and practices adopted under the North American Free Trade Agreement (NAFTA) and the North American Agreement on Environmental Cooperation(NAAEC). She asks whether compliance mechanisms are necessary in international watercourse agreements, and considers what role an individual can play in ensuring that a State meets its treaty obligations. The latter issue is particularly challenging and demonstrates the interface of international and national legal systems in matters involving compliance. Whether or not a State has complied with its international obligations is determined, in the first instance, with an assessment of its national practice, generally accomplished through self-reporting (Wouters,1999).[4]Jones’ examination of the compliance practice regarding the environmental rules under NAFTA and NAAEC lead her to conclude that the US/Mexico transboundary watercourse regime could benefit from comparison.Isabel Dendauw addresses the relatively new and intriguing problem of international trade in water in the context of the US-Canada transboundary relations. She considers whether the water and trade treaties that both Canada and the US are party to, permit or preclude the bulk export of water. In March 2000, the bilateral International Joint Commission issued a report recommending against the bulk transfer of water from the Great Lakes,setting forth strict criteria for the removal of water. The matter provoked a serious controversy in both Canada and the US, with the Council ofCanadians fiercely opposing any bulk transfer of Canada’s waters. Dendauw examines the provisions of the 1909 Boundary Waters Treaty,the NAFTA and the 1994 General Agreement on Tariffs and Trade (GATT), highlighting the contentious legal issues arising in this situation. It is obvious that trade in bulk water creates the potential for conflict between national conservation measures, on the one hand, and the multilateral regime of free trade, on the other. Dendauw concludes that it is difficult to forecast how a GATT or NAFTA dispute panel would rule on the matter of bulk water export, and suggests that such an activity might require, as a pre-requisite, joint co-operation between Canada and the U.S.A., including a shared coherent and principled approach to preserving the potentially affected ecosystem.。
给水排水专业英语翻译
给水排水专业英语段落和文章的翻 译
段落和文章结构分析
段落结构:分析 段落的主题句、 支撑句和结论句, 理解段落的整体 逻辑关系。
文章结构:分析 文章的开头、主 体和结尾,了解 文章的整体布局 和组织方式。
句子结构:分析 句子的主语、谓 语和宾语,理解 句子的主要信息 和语法结构。
词汇选择:分析 词汇的词义、词 性、词组搭配和 语境,理解词汇 在段落和文章中 的具体含义和作 用。
给水排水专业英语翻译概述
翻译的定义和重要性
翻译是将一种语言的信息转化为另一种语言的过程 翻译在给水排水专业中具有重要意义,能够促进国际间的技术交流与合作 给水排水专业英语翻译需要准确、专业、流畅,能够传达原文的意图和信息 翻译在给水排水领域的应用包括技术交流、设备引进、国际会议等
给水排水专业英语的特点
大量使用专业术 语和缩写
语言规范、准确、 严谨
涉及大量工程实 例和数据
强调实用性,注 重解决实际问题
给水排水专业英语翻译的标准和技巧
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History of Water SupplyMan’s search for pure water began in prehistoric times. Much of his earliest activity is subject to speculation. Some individuals might have led water where they wanted it through trenches dug in the earth, a hollow log was perhaps used as the first water pipe. Thousands of years must have passed before our more recent ancestors learned to build cities and enjoy the convenience of water pipes to the home and drains for water-carried wastes. Our earliest archeological records of central water supply and wastewater disposal date back about 5000 years, to Nippur of Sumeria. In the ruins of Nippur there is an arched drain with the stones set in full "voussoir" position, each stone being a wedge tapering downward into place. Water was drawn from wells and cisterns.An extensive system of drainage conveyed the wastes from the palaces and residential districts of the city.The earliest recorded knowledge of water treatment is in the Sanskrit medical lore and Egyptian Wall inscri ptions. Sanskrit writings dating about 2000 B.C. tell how to purify foul water by boiling in copper vessels,exposing to sunlight, filtering through charcoal, and cooling in an earthen vessel.The earliest known apparatus for clarifying liquids was pictureed on Egyptian walls in the fifteenth and thirteenth centuries B.C. The first picture represents the siphoning of either water of settled wine. A second picture shows the use of wick siphons in an Egyptian kitchen.The first engineering report on water supply and treatment was made in A.D. 98 by Sextus Julius Frontinus, water-commissioner of Rome. He produced two books on the water supply of Rome. In these he described a settling reservoir at the head of one of the aqueducts. His writings were first translated into English by the noted hydraulic engineer Clemens Herschel in 1899.In the eight century A.D. an Arabian alchemist,Geber,wrote a rather specialized treatise on distillation that included various stills for water and other liquids.The English philosopher Sir Francis Bacon wrote of his experiments on the purification of water by filtration, boiling, distillation and clarification by coagulation. This was published in 1627, one year after his death. Bacon also noted that clarifying water trends to improve health and increase the "pleasure of the eye".The first known illutrated descri ption of sand filters was published in 1685 by Luc Antonio Porzio, an Italian physician. He wrote a book on conserving the health of soldier in camps, based on his experience in the Austro-Turkish War. This was probably the earliest published work on mass sanitation.He described and illustrated the use of sand filters and sedimentation. Porzio also stated that his filtration was the same as "by those who built the wells in the Palace of the Doges in Venice and in the palace of Cardinal Sachett,at Rome."The oldest known archeological examples of water filtration are in Venice and the colonies she occupied. The ornate heads on the cisterns bear dates,but it is not known when the filters were placed.Venice,Built on a Series of islands, depended on catching and storing rainwater for its principal freshwater supply for over 1300 years. Cisterns were built andmany were connected in stone-grated catch basins and then filtered through sand into cisterns.A comprehensive article on the water supply of Venice appeared in the Practical Mechanics Journal in 1863.The land area of Venice was 12.85 acres and the average yearly rainfall was 32 inches(in). Nearly all of this rainfall was collected in 177 public and 1900 private cisterns. These cisterns provided a daily average supply of about 4.2 gallons per capita per day(gpcd).This low consumption was due in part to the absence of sewers, the practice of washing clothes in the lagoon,and the universal drinking of wine. These cisterns continued to be the principal water supply of Venice until about the sixteenth century.Many experiments were conducted in the eighteenth and nineteenth centuries in England,France Germany,and Russia.Henry Darcy patented filters in france and England in 1865 and anticipated all aspects of the American rapid sand filter except coagulatin.He appears to be the first to apply the law of hydraulics to filter design.The first filter to supply water to a whole town was completed at Paisley,Scotland,in 1804,but this water was carted to consumers. In Glasgow, Scotland,in 1807 filtered water was piped to consumers.In the United States little attention was given to water treatment until after the Civil War. Turbidity was not as urgent a problem as in Europe. The first filters were of the slow sand type,similar to British design. About 1890 rapid sand filters were developed in the United States and coagulants were introduced to increase their efficency. These filters soon evolved to our present rapid sand filters with slight modification.历史上的水供应人类对纯净水的搜寻开始于史前时代。