当前课程知识点:Water and Wastewater Treatment Engineering: Biochemical Technology > Chapter 5 Wastewater Anaerobic Biological Treatment Process > Section 5.3 Anaerobic contact process and anaerobic filter process > Discussion
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1、如何解决厌氧接触法工艺的污泥上浮问题?
2、厌氧生物滤池的运行特征有哪些?
1. How to solve the problem of sludge floating in anaerobic contact method?
2. What are the operating characteristics of the anaerobic biological filter?
返回《Water and Wastewater Treatment Engineering: Biochemical Technology》慕课在线视频列表
-Section 0.1 Development Status of Wastewater Treatment Process
--Section 0.1 Development Status of Wastewater Treatment Process
-Section 0.2 Typical Processes of Wastewater Biological Treatment
--Section 0.2 Typical Processes of Wastewater Biological Treatment
-Section 1.1 Principles of wastewater aerobic biological treatment
--1.1 Principles of wastewater aerobic biological treatment
-Section 1.2 Principles and determination of wastewater biodegradability
--1.2 Principles and determination of wastewater biodegradability
-Section 1.3 Principles of wastewater anaerobic biological treatment
--Section 1.3.1 Principles of wastewater anaerobic biological treatment(1)
--Section 1.3.2 Principles of wastewater anaerobic biological treatment(2)
-Section 1.4 Principles of wastewater biological nitrogen removal
--Section 1.4 Principles of wastewater biological nitrogen removal
-Section 1.5 Principles of wastewater biological phosphorus removal
--Section 1.5 Principles of wastewater biological phosphorus removal
-Chapter 1 Homework
-Section 2.1 Basic concept of activated sludge process
--Section 2.1.1 Basic concept of activated sludge process
--Section 2.1.2 Basic concept of activated sludge process
-Section 2.2 Growth rule of activated sludge and its application
--Section 2.2 Growth rule of activated sludge and its application
-Section 2.3 Running mode of activated sludge process
--Section 2.3.1 Running mode of activated sludge process(1)
--Section 2.3.2 Running mode of activated sludge process(2)
-Section 2.4 Kinetics of active sludge process
--Section 2.4.1 Kinetics of active sludge process(1)
--Section 2.4.2 Kinetics of active sludge process(2)
--Section 2.4.3 Kinetics of active sludge process(3)
--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)
--Section 2.5.2 Principle, calculation and equipment of aeration(2)
-Section 2.6 Designing of activated sludge process
--Section 2.6 Designing of activated sludge process
-Section 2.7 Operation and management of active sludge process
--Section 2.7.1 Operation and management of active sludge process (1)
--Section 2.7.2 Operation and management of active sludge process (2)
-Chapter 2 Homework
-Section 3.1 Basic principle of biofilm
--Section 3.1 Basic principle of biofilm
-Section 3.2 Biofilter process
--Section 3.2.1 Biofilter Process (1)
--Section 3.2.2 Biofilter process (2)
--Section 3.2.3 Biofilter process (3)
-Section 3.3 Biodisk process
-Section 3.4 Biological contact oxidation process
--Section 3.4 Biological contact oxidation process
-Section 3.5 Aerobic biological fluidized bed process
--Section 3.5 Aerobic biological fluidized bed process
-Chapter 3 Homework
-Section 4.1 Oxidation ditch process
--Section 4.1 Oxidation ditch process
-Section 4.2 A-B process
-Section 4.3 SBR process
-Section 4.4 MBR process
-Chapter 4 Homework
-Section 5.1 Overview and characteristics of development of anaerobic biological treatment
--Section 5.1 Overview and characteristics of development of anaerobic biological treatment
-Section 5.2 Anaerobic digester
--Section 5.2 Anaerobic digester
-Section 5.3 Anaerobic contact process and anaerobic filter process
--Section 5.3 Anaerobic contact process and anaerobic filter process
-Section 5.4 UASB process
-Section 5.5 Other anaerobic biological treatment process
--Section 5.5 Other anaerobic biological treatment process
-Section 5.6 Operation management of anaerobic biological treatment process
--Section 5.6 Operation management of anaerobic biological treatment process
-Chapter 5 Homework
-Section 6.1 Introduction
-Section 6.2 Biological nitrogen removal process and technology
--Section 6.2 Biological nitrogen removal process and technology
-Section 6.3 Biological phosphorus removal process and technology
--Section 6.3 Biological phosphorus removal process and technology
-Section 6.4 Simultaneous nitrogen and phosphorus removal process
--Section 6.4 Simultaneous nitrogen and phosphorus removal process
-Chapter 6 Homework
-Section 7 Natural biological treatment process
--Section 7 Natural biological treatment process
-Chapter 7 Homework
-Section 8.1 Source, nature and treatment of sludge
--Section 8.1 Source, nature and treatment of sludge
-Section 8.2 Sludge thickening and digestive stability
--Section 8.2 Sludge thickening and digestive stability
-Section 8.3 Sludge conditioning, dehydration and incineration
--Section 8.3 Sludge conditioning, dehydration and incineration
-Chapter 8 Homework
-Section 9 Wastewater Discharge and Reuse
--Section 9 Wastewater Discharge and Reuse
-Chapter 9 Homework