The main professional course of environmental engineering, environmental science, municipal engineering and other related majors.
开设学校:清华大学;学科:工学、
The main professional course of environmental engineering, environmental science, municipal engineering and other related majors.
-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
左剑恶,博士,清华大学环境学院教授、副院长。1991年本科毕业于清华大学环境科学与工程系,1995年获得博士学位后留校任教至今。国家级精品课程《水处理工程》的主讲教师之一,清华大学研究生精品课程《环境与市政工程实践与案例分析》、环境学院核心课程《水处理生产实习》和《水处理课程设计》的主讲教师。主要从事厌氧生物处理技术、城市污水深度处理技术、污水管网运行管理与维护、城市及农村面源污染控制与管理等方面的研究工作。曾获北京市青年教师教学基本功比赛三等奖、清华大学教学成果特等奖、环境保护科学技术二等奖、三等奖各1次、北京市科技进步二等奖。