当前课程知识点:Water and Wastewater Treatment Engineering: Biochemical Technology >  Chapter 5 Wastewater Anaerobic Biological Treatment Process >  Section 5.2 Anaerobic digester >  Discussion

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Discussion

1、为什么传统厌氧消化池最上面会形成一层浮渣层?

2、为提高消化池的反应速率有哪些措施?

3、沼气利用有哪些途径?

1. Why does a layer of scum form on the top of the traditional anaerobic digester?

2. What measures are taken to increase the reaction rate of the digester?

3. What are the ways to use biogas?


下一节:Section 5.3 Anaerobic contact process and anaerobic filter process

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Water and Wastewater Treatment Engineering: Biochemical Technology课程列表:

Chapter 0 Introduction

-Section 0.1 Development Status of Wastewater Treatment Process

--Section 0.1 Development Status of Wastewater Treatment Process

--Discussion

-Section 0.2 Typical Processes of Wastewater Biological Treatment

--Section 0.2 Typical Processes of Wastewater Biological Treatment

--Discussion

Chapter 1 Basic principles of wastewater biological treatment

-Section 1.1 Principles of wastewater aerobic biological treatment

--1.1 Principles of wastewater aerobic biological treatment

--Discussion

-Section 1.2 Principles and determination of wastewater biodegradability

--1.2 Principles and determination of wastewater biodegradability

--Discussion

-Section 1.3 Principles of wastewater anaerobic biological treatment

--Section 1.3.1 Principles of wastewater anaerobic biological treatment(1)

--Discussion

--Section 1.3.2 Principles of wastewater anaerobic biological treatment(2)

--Discussion

-Section 1.4 Principles of wastewater biological nitrogen removal

--Section 1.4 Principles of wastewater biological nitrogen removal

--Discussion

-Section 1.5 Principles of wastewater biological phosphorus removal

--Section 1.5 Principles of wastewater biological phosphorus removal

--Discussion

-Chapter 1 Homework

Chapter 2 Activated sludge process

-Section 2.1 Basic concept of activated sludge process

--Section 2.1.1 Basic concept of activated sludge process

--Discussion

--Section 2.1.2 Basic concept of activated sludge process

--Discussion

-Section 2.2 Growth rule of activated sludge and its application

--Section 2.2 Growth rule of activated sludge and its application

--Discussion

-Section 2.3 Running mode of activated sludge process

--Section 2.3.1 Running mode of activated sludge process(1)

--Discussion

--Section 2.3.2 Running mode of activated sludge process(2)

--Discussion

-Section 2.4 Kinetics of active sludge process

--Section 2.4.1 Kinetics of active sludge process(1)

--Discussion

--Section 2.4.2 Kinetics of active sludge process(2)

--Section 2.4.3 Kinetics of active sludge process(3)

--Discussion

--Research and Development of Kinetic Model of Activated Sludge Process

-Section 2.5 Principle, calculation and equipment of aeration

--Section 2.5.1 Principle, calculation and equipment of aeration(1)

--Discussion

--Section 2.5.2 Principle, calculation and equipment of aeration(2)

--Discussion

-Section 2.6 Designing of activated sludge process

--Section 2.6 Designing of activated sludge process

--Discussion

-Section 2.7 Operation and management of active sludge process

--Section 2.7.1 Operation and management of active sludge process (1)

--Discussion

--Section 2.7.2 Operation and management of active sludge process (2)

--Discussion

-Chapter 2 Homework

Chapter 3 Aerobic biofilm process

-Section 3.1 Basic principle of biofilm

--Section 3.1 Basic principle of biofilm

--Discussion

-Section 3.2 Biofilter process

--Section 3.2.1 Biofilter Process (1)

--Discussion

--Section 3.2.2 Biofilter process (2)

--Discussion

--Section 3.2.3 Biofilter process (3)

--Discussion

-Section 3.3 Biodisk process

--Section 3.3 Biodisk process

--Discussion

-Section 3.4 Biological contact oxidation process

--Section 3.4 Biological contact oxidation process

--Discussion

-Section 3.5 Aerobic biological fluidized bed process

--Section 3.5 Aerobic biological fluidized bed process

--Discussion

-Chapter 3 Homework

Chapter 4 Other aerobic biological wastewater treatment process

-Section 4.1 Oxidation ditch process

--Section 4.1 Oxidation ditch process

--Discussion

-Section 4.2 A-B process

--Section 4.2 A-B process

--Discussion

-Section 4.3 SBR process

--Section 4.3 SBR process

--Discussion

-Section 4.4 MBR process

--Section 4.4 MBR process

--Discussion

-Chapter 4 Homework

Chapter 5 Wastewater Anaerobic Biological Treatment Process

-Section 5.1 Overview and characteristics of development of anaerobic biological treatment

--Section 5.1 Overview and characteristics of development of anaerobic biological treatment

--Discussion

-Section 5.2 Anaerobic digester

--Section 5.2 Anaerobic digester

--Discussion

-Section 5.3 Anaerobic contact process and anaerobic filter process

--Section 5.3 Anaerobic contact process and anaerobic filter process

--Discussion

-Section 5.4 UASB process

--Section 5.4 UASB process

--Discussion

-Section 5.5 Other anaerobic biological treatment process

--Section 5.5 Other anaerobic biological treatment process

--Discussion

-Section 5.6 Operation management of anaerobic biological treatment process

--Section 5.6 Operation management of anaerobic biological treatment process

--Discussion

-Chapter 5 Homework

Chapter 6 Biological nitrogen and phosphorus removal process

-Section 6.1 Introduction

--Section 6.1 Introduction

--Discussion

-Section 6.2 Biological nitrogen removal process and technology

--Section 6.2 Biological nitrogen removal process and technology

--Discussion

-Section 6.3 Biological phosphorus removal process and technology

--Section 6.3 Biological phosphorus removal process and technology

--Discussion

-Section 6.4 Simultaneous nitrogen and phosphorus removal process

--Section 6.4 Simultaneous nitrogen and phosphorus removal process

--Discussion

-Chapter 6 Homework

Chapter 7 Natural biological treatment process

-Section 7 Natural biological treatment process

--Section 7 Natural biological treatment process

--Discussion

-Chapter 7 Homework

Chapter 8 Sludge Treatment and Disposal Process

-Section 8.1 Source, nature and treatment of sludge

--Section 8.1 Source, nature and treatment of sludge

--Discussion

-Section 8.2 Sludge thickening and digestive stability

--Section 8.2 Sludge thickening and digestive stability

--Discussion

-Section 8.3 Sludge conditioning, dehydration and incineration

--Section 8.3 Sludge conditioning, dehydration and incineration

--Discussion

-Chapter 8 Homework

Chapter 9 Wastewater Discharge and Reuse

-Section 9 Wastewater Discharge and Reuse

--Section 9 Wastewater Discharge and Reuse

--Discussion

-Chapter 9 Homework

Discussion笔记与讨论

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