当前课程知识点:Water and Wastewater Treatment Engineering: Biochemical Technology > Chapter 2 Activated sludge process > Section 2.5 Principle, calculation and equipment of aeration > Discussion
返回《Water and Wastewater Treatment Engineering: Biochemical Technology》慕课在线视频课程列表
1. What causes the difference between actual oxygen supply and standard oxygen supply?
2. How to choose aeration equipment for blast aeration and mechanical aeration?
1、实际供氧与标准供氧量之间的差别是由哪些因素造成的?
2、针对鼓风曝气和机械曝气两个系统,如何选择曝气设备?
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