Handbook of Water Industry Engineering Design,Water Resources and Treatment

1.1 Water Resources
Chapter One Water Resources and Utilization
第1章 水资源及其利用
1.1.1 Water Resources Distribution and Cycle
1.1概述
1.1.1水资源的分布与循环
1.1.2世界水资源
1.1.2 World Water Resources
1.1.3 China Water Resources
1.1.4 Water Resources Exploitation and Utilization
1.1.3中国水资源
1.1.4水资源的开发和利用
1.2.1 General
1.2 Surface Water Resources
1.2.1地表水资源概述
1.2地表水源
1.2.2地表水资源及其分布
1.2.2 Surface Water Resources and Distribution
1.2.3 Surface Water Quality
1.2.3地表水水质
1.2.4地表水资源的开发利用
1.2.4 Surface Water Resources Exploitation and Use
1.3 Groundwater Resources
1.3.1 Classification of Groundwater Resources
1.3.2 Groundwater Resources of China
1.3.1地下水分类
1.3.2我国地下水资源
1.3地下水源
1.3.3 Groundwater Resources Exploitation
1.3.3地下水资源的合理开采
1.4.1水源的可靠性
1.4.1 Reliability of Water Resources
1.4 Water Resources Protection and Pollution Control
1.4水源防护和污染防治
1.4.2 Measures of Water Resources Protection
1.4.2保护水源的一般性措施
1.4.3水源防护和污染防治
1.4.3 Water Resources Protection and Pollution Control
1.5.2我国城市节水潜力分析
1.5.1引言
1.5 Water Conservation
1.5.1 Introduction
1.5.2 Urban Water Conservation and Potential
1.5节约用水
1.5.3节水器具的开发与研制
1.5.3 Water Conservation Devices Research and Development
1.5.4海水利用
1.5.4 Seawater Utilization
1.5.5 Urban Water Conservation Management
1.5.5城市节水管理
1.6.1回用系统规划的原则和方法
1.6再生水回用
1.6 Water Reuse
1.6.1 Principle and Method of Water Reuse System Planning
1.6.2回用分类和水质要求
1.6.2 Water Reuse Classification and Quality Requirement
1.6.3 Treatment Process for Water Reuse
1.6.3再生水回用处理工艺
1.6.4 Safety,Stability and Corrosion of Reclaimed Water
1.6.4再生水的安全性、稳定性、腐蚀性
1.6.5 Building Reclaimed Water
1.6.5建筑中水
1.7.1 Development and Application of Groundwater Recharge
1.7 Groundwater Recharge
1.7人工回灌地下水
1.7.1人工回灌地下水的发展和应用
1.7.2 Classification of Groundwater Recharge
1.7.2人工回灌地下水的类型
1.7.3 Dual Well Feasibility Study
1.7.3两用井项目可行性研究
1.7.4人工回灌井的设计
1.7.4 Design of Recharge Well
1.7.5运行与管理
1.7.5 Operation and Management
1.7.6回灌井的堵塞与恢复
1.7.6 Blockage and Recovery of Recharge Well
第2章 取水
2.1 Surface Water Abstraction
2.1一般地表水取水
2.1.1设计资料
Chapter Two Water Abstraction
2.1.1 Desing Information
2.1.2水文计算
2.1.2 Hydrological Calculation
2.1.3取水构筑物的分类
2.1.3 Classification of Water Intakes
2.1.4 Design Principle and Location Selection of Water Intake
2.1.4取水构筑物设计原则及位置选择
2.1.5 Intake
2.1.5取水头部
2.1.6 Intake Conduit
2.1.6进水管（渠）
2.1.7 Inlet Works
2.1.7集水井
2.2.1 Movable Intake
2.2.1移动式取水构筑物
2.2 High Hydraulic Head Water Intake
2.2高水位差取水构筑物
2.2.2 Fixed Intake
2.2.2固定式取水构筑物
2.3.1选择高浊度水源取水口位置的基本要求
2.2.3取水节能
2.2.3 Intake Energy Efficiency
2.3 High-Turbidity Water Intake
2.3.1 High-Turbidity Water Intake Location Selection Requirement
2.3高浊度水取水构筑物
2.3.2取水构筑物形式的选择
2.3.2 Intake Selection
2.3.3取水构筑物的防泥砂措施
2.3.3 Silt and Sand Control
2.3.4水泵的选择
2.3.4 Pump Selection
2.3.5取水构筑物的防草、防冰窖
2.3.5 Grass and Ice Control
2.4.1 Water Resources Characteristics in Cold Regions of Northern China
2.4 Water Intakes in Cold Region
2.4寒冷地区取水构筑物
2.4.1我国北方寒冷地区水源特点
2.4.2 Intake Types and Intake Selections in Cold Regions
2.4.2寒冷地区取水构筑物主要形式及其取水口位置选择
2.4.3严寒地区取水口防冰絮、防杂草和漂浮物的有效措施
2.4.4寒冷地区设计取水构筑物应注意的问题
2.4.4 Issues on Intake Design in Cold Regions
2.4.3 Ice,Grass and Flotation Solid Control in Cold Regions
2.5.1湖泊、水库水源的特点
2.5.1 Hydrological Characteristics of Lake and Reservoir
2.5 Water Intake in Lake and Reservoir
2.5湖泊、水库取水构筑物
2.5.2湖泊、水库的取水口位置和深度的选择
2.5.2 Lake and Reservoir Intake Location and Depth Selection
2.5.3湖泊、水库取水构筑物形式
2.5.3 Lake and Reservoir Intakes
2.6地下水取水构筑物
2.6.1设计原则
2.6 Groundwater Intake
2.6.1 Design Principle
2.6.3地下水取水构筑物的类型及适用条件
2.6.4管井
2.6.2 Design Information Collection and Field Survey
2.6.3 Type and Condition of Groundwater Intake
2.6.2设计资料收集与现场路勘
2.6.4 Deep Well
2.6.5大口井
2.6.5 Shaft Well
2.6.6渗渠
2.6.6 Filtration Trench
Chapter Three Water Transfer and Distribution
第3章 输配水
3.1.2输水系统设计基本原则
3.1.1输水系统的含义
3.1输水系统
3.1.2 Design Principle
3.1 Water Transfer System
3.1.1 Definition
3.1.3输水管、渠水力计算
3.1.3 Hydraulic Calculation of Pipe and Channel
3.1.4 Pipe Design Element
3.1.4输水管道设计要点
3.1.5 Pipe Construction
3.1.5管道敷设
3.1.6输水系统水锤的防护
3.1.6 Water Hammer Calculation and Control
3.2 Water Distribution System
3.1.7 Electricity,Monitor,Communication and Regulating
3.2.1 Flow Calculation
3.2.1水量计算
3.2配水系统
3.1.7输配水系统的供电、监测、通讯与调度
3.2.2 Network Planning and Arrangement
3.2.2管网规划与布置
3.2.3给水管网水力分析与模型选择
3.2.3 Network Hydraulic Analysis and Model Selection
3.2.4给水管网工程设计
3.2.4 Distribution Network Design
3.3管材
3.3.1管材的发展与应用
3.3.1 Pipe Development and Application
3.3 Pipe
3.3.2管材简介
3.3.2 Pipe Introduction
3.3.3 Pipe Selection
3.3.3管材的选用
4.1.1水泵类型
4.1水泵类型及选型
第4章 水泵站
Chapter Four Pumping Station
4.1 Pumping Station Types and Selections
4.1.1 Pump Types
4.1.2离心泵
4.1.2 Centrifugal Pumps
4.1.3轴流泵
4.1.3 Axial-flow pumps
4.1.4混流泵
4.1.4 Combined-flow Pumps
4.1.5水泵选型
4.1.5 Pump Selection
4.2 Pumping Station Energy Efficiency and Pump Speed Regulating
4.2.1泵站运行工况分析
4.2.1 Operation Analysis of Pump Station
4.2泵站节能及水泵调速
4.2.2 Pumping Station Energy Efficiency
4.2.2泵站节能
4.2.3 Variable Speed Pump Selection and Comparison
4.2.3调速水泵的选择与比较
4.2.4 Pump Speed Regulating Methods
4.2.4水泵调速方法
4.3.1 Vortex Formation and Control in Inlet Tanks
4.3 Pump Inlet and Flow Channel Arrangement
4.3水泵进水及流道布置
4.3.1吸水池内旋涡的形成及防治
4.3.2 Dimension of Inlet Tanks
4.3.2前池、吸水井布置及各部分尺寸的确定
4.3.3 Inlet Channel of Large and Medium Pumps
4.3.3大中型水泵的进水流道
4.4.1泵房布置一般要求
4.4.1 General Requirement of Pumping Station Arrangerment
4.4泵房布置
4.4 Pumping Station Layout
4.4.2布置形式
4.4.2 Modes of Arrangement
4.4.3 Inlet and Outlet Pipe Arrangement
4.4.3进、出水管路布置
4.4.4附属设施
4.4.4 Auxiliary Facility
4.4.5泵房布置实例
4.4.5 Examples of Pumping Station Arrangement
Chapter Five Water Treatment Process Selection
5.1 Water Quality Standard
5.1.1 Water Quality Standards in China
5.1水质标准
第5章 给水处理工艺选择
5.1.1我国水质标准
5.1.2 Water Quality Standards Abroad
5.1.2国外水质标准
5.2.1 Water Treatment Objective and Requirement
5.2 Conventional Water Treatment
5.2常规水处理工艺
5.2.1给水处理的目的和要求
5.2.2 Principal Water Treatment Processes
5.2.2主要给水处理工艺
5.2.3 Water Treatment Process Selection Principles
5.2.3给水工艺选择原则
5.2.4水处理工艺选择的试验
5.2.4 Testing for Water Treatment Process Selection
5.2.5 Conventional Water Treatment Process
5.2.5常规水处理工艺
5.2.6强化常规水处理
5.2.6 Enhanced Water Treatment Process
5.3.1工艺流程选择因素
5.3 High-Turbidity Water Treatment
5.3.1 Treatment Process Selection Factors
5.3高浊度水处理工艺
5.3.2 High-Turbidity Water Treatment
5.3.2高浊度水处理流程
5.4低温低浊水处理工艺
5.4 Low Temperature and Low-Turbidity Water Treatment Processes
5.4.1 Water Treatment in Cold Season
5.4.1低温季节时水质难处理的原因
5.4.2 Low Temperature and Low-Turbidity Water Treatment
5.4.2低温低浊水处理方法
5.5微污染水处理工艺
5.5 Micro-polluted Water Treatment
5.5.1 Micro-polluted Water Treatment
5.5.1微污染水的处理工艺
5.6 Eutrophicated Lake Water Treatment
5.6富营养化湖泊水处理工艺
5.6.1富营养化湖泊水的水质和水处理问题
5.6.1 Water Quality and Treatment Problems to Eutrophicated Lake Water
5.6.2富营养化湖泊水的处理工艺
5.6.2 Eutrophicated Lake Water Treatment
第6章 预处理
6.1高浊度水预沉淀
6.1.1条渠沉砂池
Chapter Six Pre-treatment
6.1 High-Turbidity Water Pre-sedimentation
6.1.1 Maze Sedimentation Tank
6.1.2平流式沉淀池
6.1.2 Horizontal Sedimentation Tank
6.1.3辐流式沉淀池
6.1.3 Radial-flow Sedimentation Tank
6.1.4斜管（板）沉淀池
6.1.4 Inclined Tube (Plate) Sedimentation Tank
6.1.5旋流絮凝沉淀池
6.1.5 Vortex Flocculation and Sedimentation Tank
6.2.1化学预氧化作用
6.2化学预氧化
6.2.1 Function of Chemical Pre-oxidation
6.2 Chemical Pre-oxidation
6.2.2 Pre-oxidation with Ozone
6.2.2臭氧预氧化
6.2.3高锰酸钾预氧化
6.2.3 Pre-oxidation with Potassium Permanganate
6.2.4 Other Chemical Pre-oxidation Methods
6.2.4其他化学预氧化
6.3生物预处理
6.3.1生物预处理净水技术
6.3.1 Biological Pre-treatment Technology
6.3 Biological Pre-treatment
6.3.2颗粒填料生物接触氧化预处理
6.3.2 Biological Pre-treatment with Particulate Media
6.3.3弹性填料生物接触氧化预处理
6.3.3 Biological Pre-treatment with Elastic Media
6.3.4富营养化水源水的生物预处理
6.3.4 Biological Pre-treatment for Eutrophicated Water Resources
6.4.2 粉末活性炭品种选择
6.4.1 粉末活性炭吸附特点
6.4粉末活性炭吸附
6.4.2 Powder Activated Carbon Selection
6.4.1 Powder Activated Carbon Adsorption Characteristics
6.4 Powder Activated Carbon Adsorption
6.4.3 粉末活性炭投加方法
6.4.3 Powder Activated Carbon Injection Methods
6.4.4 粉末活性炭投加点
6.4.4 Powder Activated Carbon Injection Points
6.4.5 Hydraulic Dispersion of Powder Activated Carbon
6.4.5 粉末活性炭投加的水力分散
6.4.6 Suspended Powder Activated Carbon Adsorption
6.4.6悬浮型粉末活性炭吸附
6.4.7 粉末活性炭与精密过滤联用工艺
6.4.7 Powder Activated Carbon and Fine Fitration
第7章 常用处理构筑物
7.1.1 Coagulation Process
7.1混凝
7.1.1混凝过程
Chapter Seven Treatment Structures
7.1 Cogulation
7.1.2混凝药剂
7.1.2 Coagulants
7.1.3混凝剂的配制与投加
7.1.3 Coagulant Prepare and Dosing
7.1.4 Coagulant Storage
7.1.4加药间及药库布置
7.1.5混合设施
7.1.5 Mixing facility
7.2絮凝
7.2.1絮凝过程
7.2 Flocculation
7.2.1 Flocculation Process
7.2.2絮凝池的分类和选择
7.2.2 Flocculation Tank
7.2.3絮凝池的设计
7.2.3 Flocculation Tank Design
7.3沉淀
7.3 Sedimentation
7.3.1沉淀池的分类和选用
7.3.1 Sedimentation Classification and Selection
7.3.2平流沉淀池
7.3.2 Horizontal Sedimentation Tank
7.3.3斜管沉淀池
7.3.3 Inclined Tube Sedimentation Tank
7.3.4 Inclined Plate Sedimentation Tank
7.3.4斜板沉淀池
7.3.5波形斜板沉淀装置
7.3.5 Waved-Type Inclined Plate Sedimentation
7.3.6 Other Sedimentation Tanks
7.3.6其他形式沉淀池
7.4 Clarlfication
7.4澄清
7.4.1 Clarlfier Classification and Selection
7.4.1澄清池的分类和选用
7.4.2 Mechanicl Clarifier
7.4.2机械搅拌澄清池
7.4.3水力循环澄清池
7.4.3 Hydraulic Cycle Clarifier
7.4.4 Pulse Clarifier
7.4.4脉冲澄清池
7.4.5其他形式澄清池
7.4.5 Other Clarifiers
7.5气浮
7.5.1气浮净水的分类
7.5 Air Flotation
7.5.1 Air Flotation Classification
7.5.3 Dissolved Air Flotation Process and Characteristics
7.5.2气浮机理
7.5.3压力溶气气浮工艺的流程与特点
7.5.2 Air Flotation Mechanism
7.5.4压力溶气系统
7.5.4 Dissolved Air System
7.5.5溶气释放系统
7.5.5 Dissolved Air Release System
7.5.6气浮分离系统
7.5.6 Air flotation Separation System
7.5.7 Design Principles and Parameters
7.5.7设计要点及设计参数
7.5.8气浮净水的发展趋势
7.5.8 Air Flotation Process Development Trends
7.6.1 Filtration Mechanism
7.6.1过滤机理
7.6过滤
7.6 Filtration
7.6.3 Filter Media
7.6.2滤池分类
7.6.3滤料
7.6.2 filter Types
7.6.4 Filter Backwashing
7.6.4滤池反冲洗
7.6.5滤池配水系统
7.6.5 Water Distribution System in Filter
7.6.6 Design Index
7.6.6主要设计指标
7.6.7滤池形式及布置
8.1活性炭吸附
8.1.1活性炭特性
Chapter Eight Advanced Treatment
8.1 Activated Carbon Absorption
8.1.1 Activated Carbon Characteristics
第8章 深度处理
7.6.7 Filter Types and Arrangements
8.1.2活性炭作为饮用水深度处理的作用
8.1.3活性炭用于饮用水深度处理系统中的使用条件及影响因素
8.1.3 Activated Carbon Use Conditions and Influence Factors in Advanced Drinking Water Treatment
8.1.2 Activated Carbon Functions in Advanced Drinking Water Treatment
8.1.4活性炭吸附的水处理工艺流程及构筑物选型
8.1.4 Water Treatment Processes and Facilities with Activated Carbon
8.1.5设计要点及数据
8.1.5 Design Principles and Data
8.1.6活性炭再生
8.1.6 Activated Carbon Regeneration
8.1.7设计实例
8.1.7 Design Examples
8.2臭氧-活性炭生物吸附
8.2.1臭氧-活性炭技术的发展
8.2 Ozone-Activated Carbon Biological Absorption
8.2.1 Ozone-Activated Carbon Technology Development
8.2.2臭氧-活性炭吸附机理
8.2.2 Ozone-Activated Carbon Adsorption Mechanism
8.2.3 Ozone-Activated Carbon Biological Treatment and Facility Selections
8.2.3臭氧氧化-生物活性炭过滤工艺选择及臭氧氧化构筑物选型
8.2.4 Design Example and Operation
8.2.4工程设计实例以及运行情况
9.1.1氯的理化性质
9.1 Disinfection with Chlorine
9.1.1 Chlorine Physic-chemical Properties
第9章 消毒
9.1氯消毒
Chapter Nine Disinfection
9.1.2 Chlorine Disinfection Mechanism
9.1.2氯的消毒机理
9.1.3 Chlorine Dosing Facility
9.1.3加氯设备
9.1.4漏氯吸收装置
9.1.4 Chlorine Leakage Adsorption Equipment
9.1.5系统和加氯间布置
9.1.5 Chlorination System and Facility Arrangement
9.1.6 Disinfection with Chloramine
9.1.6氯胺消毒
9.2 Disinfection with Chlorine Dioxide
9.2.1 Chlorine Dioxide Characteristics
9.2.1二氧化氯的主要性能
9.2二氧化氯消毒
9.2.2二氧化氯的制取
9.2.2 Chlorine Dioxide Generation
9.2.3 Design and Calculation
9.2.3设计与计算
9.3.1 Advantages of Ozone Disfection
9.2.4 Chlorine Dioxide Use Reference
9.3 Disinfection with Ozone
9.3.1臭氧消毒的优点
9.3臭氧消毒
9.2.4使用二氧化氯时注意事项
9.3.2臭氧的主要特性和消毒机理
9.3.2 Ozone Characteristics and Disinfection Mecharism
9.3.3 Ozone Disfection System
9.3.3臭氧消毒系统
9.3.4气源制备
9.3.4 Air Source Preparation
9.3.5臭氧发生
9.3.5 Ozone Generation
9.3.6臭氧接触
9.3.6 Ozone Contact
9.3.7尾气处置
9.3.7 Off-gas Disposal
9.4其他消毒方法
9.4.1紫外线消毒法
9.4.1 UV Disinfection
9.4 Other Disinfection Methods
9.4.2电场消毒法
9.4.2 Electric Field Disinfection
9.4.3固相接触消毒法
9.4.3 Solid-Phase Contact Disinfection
9.4.4 Ultrasonic Disinfection
9.4.4超声波消毒法
9.4.6协同消毒作用
9.4.5光催化氧化消毒法
9.4.5 Photo-catalytic Oxidation Disinfection
9.4.6 Integrate Disinfection
Chapter Ten Membrane Process
第10章 膜处理
10.1电渗析
10.1 Electrodialysis
10.1.1电渗析原理
10.1.1 Electrodialysis Mechanism
10.1.2离子交换膜
10.1.2 Ion Exchange Membrane
10.1.3 Design
10.1.3设计
10.2微滤
10.2.1微滤的应用
10.2.2微滤膜组件的选择
10.2 Microfiltration
10.2.2 Microfiltration Unit Selection
10.2.1 Microfiltration Application
10.2.3工艺设计
10.2.3 Process Design
10.2.4微滤膜出水水质
10.2.4 Effluent Quality
10.2.5微滤的运行与管理
10.2.5 Microfiltration Operation and Management
10.3超滤
10.3 Ultrafiltration
10.3.1 Ultrafiltration Principle
10.3.1超滤的基本理论
10.3.2 Ultrafiltration Membrane
10.3.2超滤膜
10.3.3超滤装置
10.3.3 Ultrafiltration Device
10.3.4 Design
10.3.4设计
10.3.5 Application Examples
10.3.5应用实例
10.4.1 Reverse Osmosis Membrane
10.4 Reverse Osmosis and Nanofiltration
10.4反渗透和纳滤
10.4.1反渗透膜
10.4.2反渗透组件及其流程
10.4.2 Reverse Osmosis Units and Processes
10.4.3 Reverse Osmosis System Design
10.4.3反渗透系统的设计
11.1.1 Drinking Water Fluorine Removal
Chapter Eleven Special Water Treatment
第11章 特殊水质处理
11.1除氟
11.1.1饮用水除氟技术概述
11.1 Fluorine Removal
11.1.2活性氧化铝除氟技术
11.1.2 Fluorine Removal with Activated Alum
11.1.3电渗析除氟技术
11.1.3 Fluorine Removal with Electrodialysis
11.2除铁除锰
11.2 Iron and Manganese Removal
11.2.1除铁
11.2.1 Iron Removal
11.2.2除锰
11.2.2 Manganese Removal
11.2.3单元处理构筑物
11.2.3 Unit Treatment Structure and Facility
11.3.1概述
11.3水质稳定处理
11.3 Water Quality Stabilization
11.3.1 General
11.3.2 Water Quality Stabilization Index
11.3.2水质稳定性指标
11.3.3 Water Quality Stabilization
11.3.3水质稳定处理
12.1.1净水厂布置一般要求
12.1.2平面布置的主要形式
第12章 净水厂
12.1净水厂布置
12.1.2 Principal Types of Layout
12.1 Plant Layout
Chapter Twelve Water Treatment Plant
12.1.1 General Requirement of Plant Layout
12.1.3平面布置的影响因素
12.1.3 Effluence Factors of Layout
12.1.4平面布置的要素
12.1.4 Elements of Layout
12.2.1净水厂污泥来源和组成
12.2净水厂污泥处置
12.2.1 Sludge Source and Composition
12.2 Sludge Treatment and Disposal
12.2.2排泥水处理工艺流程
12.2.2 Sludge Treatment
12.2.3 Water Recovery from Sludge
12.2.3排泥水的截留
12.2.4 Sludge Thickening
12.2.4排泥水的浓缩
12.2.5 Sludge Pre-treatment
12.2.5污泥预处理
12.2.6污泥脱水
12.2.6 Sludge Dewatering
12.2.7 Final Disposal of Water and Sludge Cake Separation
12.2.7分离水和泥饼的最终处置
12.3 Treatment Plant Process Instrumentation
12.3.1 Basic Concept of Process Instrumentation
12.3.1过程检测仪表的基本概念
12.3净水厂过程检测仪表
12.3.2 Flow Measurement
12.3.2流量测量
12.3.3 Level Measurement
12.3.3液位测量
12.3.4 Pressure (Differential) Measurement
12.3.4压力（差压）测量
12.3.5 Temperature Measurement
12.3.5温度测量
12.3.6 Water Quality Analysis Instrument
12.3.6水质分析仪表
12.3.7 Display Instrument
12.3.7显示调节仪表
12.4 Plant Automatic Control
12.4.1 Plant Control Principle and Development
12.4.1净水厂自动控制的基本原则及其发展方向
12.4净水厂自动控制
12.4.3 Analog Process Control
12.4.2 Control Parameters and Devicest
12.4.2控制量及常用控制设备
12.4.3模拟量自动调节系统
12.4.4 Discrete Control System
12.4.4分散型控制系统（DCS）
12.4.5 Program Control
12.4.5可编程序控制器（PC）
12.4.6 Automatic Control System Design
12.4.6自动控制系统设计
References
主要参考文献