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廢水處理工程:新視角新技術(shù)與新應(yīng)用(英文版)

廢水處理工程:新視角新技術(shù)與新應(yīng)用(英文版)

定 價(jià):¥58.00

作 者: 鄭曉英,林濤 編
出版社: 河海大學(xué)出版社
叢編項(xiàng):
標(biāo) 簽: 暫缺

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ISBN: 9787563064045 出版時(shí)間: 2020-07-01 包裝: 平裝
開(kāi)本: 16開(kāi) 頁(yè)數(shù): 310 字?jǐn)?shù):  

內(nèi)容簡(jiǎn)介

  本書(shū)內(nèi)容設(shè)置立足我國(guó)生態(tài)文明建設(shè)和水環(huán)境保護(hù)要求,重點(diǎn)突出理論與實(shí)踐結(jié)合,融合創(chuàng)新教育的思想觀念和啟發(fā)式教學(xué)目的,實(shí)現(xiàn)基本方法、技術(shù)原理、工藝系統(tǒng)、新工藝動(dòng)態(tài)(《第一篇污(廢)水處理理論、技術(shù)與創(chuàng)新》),和因地制宜的方法、工藝、技術(shù)在典型污(廢)水治理案例應(yīng)用案例(《第二篇典型污(廢)水處理工藝及其應(yīng)用》)的有機(jī)融合;以新方法、新技術(shù)的介紹為亮點(diǎn)(突出技術(shù)創(chuàng)新理念),以具體技術(shù)在解決我國(guó)實(shí)際水污染問(wèn)題的應(yīng)用為特色(突出岡地制宜解決問(wèn)題的新思路),科學(xué)設(shè)置綜合能力考察的問(wèn)題與強(qiáng)化創(chuàng)新能力的思考題,使得創(chuàng)新教育思想觀念得以貫徹實(shí)施。本書(shū)在編寫(xiě)過(guò)程中充分考慮中國(guó)學(xué)生專(zhuān)業(yè)外語(yǔ)的實(shí)際應(yīng)用與能力提升,除了必須出現(xiàn)的專(zhuān)業(yè)術(shù)語(yǔ)以外,采用簡(jiǎn)單、直接和明確的表達(dá)方式,讓初步接觸專(zhuān)業(yè)英文教材的本科生能順利閱讀,并對(duì)同內(nèi)外的英文技術(shù)資料產(chǎn)生學(xué)習(xí)興趣、拓展其國(guó)際視野和培養(yǎng)其終身學(xué)習(xí)能力。本書(shū)適合普通高校給排水科學(xué)與工程以及環(huán)境工程等相關(guān)專(zhuān)業(yè)師生專(zhuān)業(yè)課雙語(yǔ)學(xué)習(xí)與參考,也可供從事水污染治理的科研人員和工程技術(shù)人員閱讀。

作者簡(jiǎn)介

暫缺《廢水處理工程:新視角新技術(shù)與新應(yīng)用(英文版)》作者簡(jiǎn)介

圖書(shū)目錄

Part I Wastewater Treatment Technologies and Innovations
Chapter 1 Introduction
1. 1 Environmental Effects of Wastewater
1.2 Characteristics of Wastewatcr
1.2.1 Main Contaminants in Wastcwater
1.2.2 Organic Contents in Wastewater
1.3 Wastewater Treatment Process
Chapter 2 Physical Treatment
2.1 Equalization
2.1.1 The Principles of Equalization
2.1.2 Types of Equalization Processes
2.1.3 Equalization Basin and Design
2.2 Sedimentation
2.2.1 Particles for Settling
2.2.2 Sedimentation Basin
2.3 Filtration
2.3.1 Granular Media
2.3.2 Filter Types and Backwash
2.3.3 Traditional and Innovative Filter System
2.4 Flotation
2.4.1 Mechanism
2.4.2 Process Design
2.4.3 New Induced-Air Flotation System
Chapter 3 Chemical Treatment
3. 1 Neutralization
3.1.1 Types of Processes
3.1.2 System and Control
3.2 Chemical Precipitation
3.2.1 Hydroxide Precipitation
3.2.2 Sulfide Precipitation
3.2.3 Iron and Aluminum Salt Precipitation
3.3 Chemical Oxidation
3.3.1 Chlorine
3.3.2 Ozone Oxidation
3.3.3 Hydrogcn Peroxide
Chapter 4 Physicochemical Treatment
4. 1 Adsorption
4.1.1 Theory of Adsorption
4.1.2 Properties of Activated Carbon
4.1.3 Adsorption System
4.2 Coagulation
4.2.1 Coagulation Mechanism
4.2.2 Coagulant Classification, Function and Selection
4.2.3 Improvement in Coagulation Process
4.3 Ion Exchange
4.3.1 Theoretical Basis of Ion Exchange
4.3.2 Ion Exchange Process
4.3.3 Plating Waste Treatment and Reuse
Chapter 5 Biological Treatment
5.1 Foundation of Biological Treatment
5.1.1 Characteristics of Microorganisms
5.1.2 Microbial Growth Kinetics
5.1.3 Factors Affecting Biological Treatment
5.2 Activated Sludge Process
5.2.1 Basic Concepts and Processes
5.2.2 Different Operation Modes of Activated Sludge Process
5.2.3 Oxidation Ditch System
5.2.4 Sequencing Batch Reactor (SBR)
5.2.5 Special Considerations of Industrial Wastewatcr
5.3 Traditional and Advanced Biofilm Process
5.3 1 Biofilm
5.3 2 Trickling Filter
5.3 3 Submerged Fixed Bed Biofilm Reactor
5.3 4 Rotating Biological Contactor
5.3 5 Fluidized and Expanded Bed Biofilm Reactor
5.3 6 Biofilm Airlift Suspension Reactor
5.3.7 Moving Bed Biofilm Reactor
5.4 Anaerobic Biological Treatment
5.4.1 Mechanism and Principles
5.4.2 Anaerobic Contact Process
5.4.3 Anaerobic Filter Reactor
5.4.4 Upflow Anaerobic Sludge Blanket (UASB)
Chapter 6 Ecological Treatment. Lagoons and Wetlands
6.1 Lagoons and Stabilization Basins
6.1. 1 Lagoons and Their Types
6.1.2 Lagoon Applications
6.1.3 New Aerated Lagoons System
6.2 Constructed Wetlands and Their Modifications
6.2.1 Components of Constructed Wetlands
6.2.2 Types and Modifications of CWs
6.2.3 Application of CWs in Industrial Wastewater Treatment
Chapter 7 Innovative Technologies
7.1 Fenton Oxidation
7.1.1 Principles of Fenton Oxidation
7.1.2 Optimum Operating Conditions
7.1.3 Electro-Fenton Oxidation
7.2 Membrane Biorector
7.2.1 Membrane Separation Principles
7.2.2 Membrane Biorcactor Process
7.2

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