李大鹏、李勇主编的《废水处理原理与技术》以市政废水、农村生活污水、工业废水为对象，介绍了污水水质水量特点、处理机理（活性污泥法、生物膜法和厌氧法）和流程、典型处理技术（A／A／O、氧化沟、SBR、MBR、生物滤池、生物转盘、湿地、氧化塘）、设计参数、典型案例、再生水技术和典型案例。
本书适用于在校研究生和本科生，可作为双语教学或者全英文授课教材或者参考书。

Chapter 1 Overview of wastewater
1.1 What is wastewater
1.2 The types of the wastewater
1.2.1 Domestic wastewater
1.2.2 Industrial wastewater
1.2.3 Rural wastewater
1.3 The effects of the wastewater
1.3.1 Chemistry of water impurities
1.3.2 Metallic Corrosion
1.3.3 Scale Formation
1.3.4 Fouling
1.4 Wastewater treatment processes
1.4. 1 Preliminary and primary treatment
1.4. 2 Secondary (biological) treatment
1.4. 3 Tertiary (advanced) treatment
Chapter 2 Treatment theory of the activated sludge
2.1 The traditional activated sludge
2.1.1 The basic conception and the process
2.1.2 The forms and component of the activated sludge
2.1.3 The microorganism in the activated sludge and its function
2.1.4 The clarification process by the activated sludge
2.1.5 The effect of the environmental factors on the activated sludge
2.2 Some performance indexes of the activated sludge
2.2.1 Some performance indexes of the activated sludge
2.2.2 Some indexes of the activated sludge for designment and running
2.2.3 Aeration
2.3 The development and application of the activated sludge
2.3.1 Complete-mix activated sludge process
2.3.2 Tapered aeration process
2.3.3 Contact-stabilization activated sludge
2.3.4 High-purity oxygen activated sludge
2.3.5 Step-feed activated sludge
2.3.6 Extended aeration activated sludge
2.3.7 High-rate activated sludge
2.3.8 Selector activated sludge
2.3.9 The running parameters for the traditional activated sludge and modified processes
2.4 The cultivation and running management of the activated sludge
2.4.1 The cultivation of the activated sludge
2.4.2 The running of the activated sludge
2.5 The abnormal phenomenon during the running of the activated sludge
2.5.1 Sludge bulking
2.5.2 Sludge disintegration
2.5.3 Sludge corruption
2.5.4 Sludge floating
2.5.5 Bubbles
2.5.6 Abnormal biofacies
2.5.7 Insufficient nitrification
2.5.8 Insufficient denitrification
2.6 The designment of the activated sludge
2.6.1 The calculation and designment on the aeration tank
Chapter 3 The biofilm
3.1 The basic concepts
3.1.1 The formation of the biofilm and the clarification
3.1.2 The carrier of the biofihn
3.1.3 The characteristics of the biofilm
3.1.4 The biofilm reactor
3.2 Some important parameters
3.2.1 Specific increase rate of biomass
3.2.2 Specific removal rate of the substrate
3.3 Bio-fihers
3.3.1 The definition of the bio-filter
3.3.2 Trickling filter
3.3.3 High-rate filter
3.3.4 Tower biofilter
3.3.5 Biological aerated filter
3.4 Rotating Biological Contactor
3.4.1 The overview
3.4.2 The principle and the application
3.4.3 The designment of the rotating biological contactor
3.5 Submerged Biofilm Reactor
3.5.1 The structure
3.5.2 The form of the aeration tank
3.5.3 The characteristics of the submerged biofilm reactor
3.5.4 The processes of the submerged biofilm reactor
3.5.5 The designment of the submerged biofilm reactor
3.6 Biological fluidized bed
3.6.1 The structure
3.6.2 The characteristics
3.6.3 The process type of the biological fluidized bed
3.6.4 The designment of the biological fluidized bed
3.7 The new biofilm reactor and combination process
3.7.1 Combined biofilm reactor
3.7.2 Union process of biofilm and activated sludge
Chapter 4 Typical treatment processes
4.1 For domestic wastewater
4.1.1 Oxidation Ditch
4.1.2 Sequencing batch reactor
4.1.3 Membrane Bioreactor
4.1.4 Adsorption biodegradation
4.1.5 Moving Bed Biofilm Reactor
4.1.6 A/O process
4.2 For Industrial Wastewater
4.2.1 Anaerobic Biological Treatment
4.2.2