Scheme design of the project in accordance with the requirements on environmental protection in the sewage, prepared in accordance with the basis, principles and the actual situation, focusing on in pollution source control, the implementation of cleaner production technology, reduce pollution, reduce the total amount of sewage. In the sources of pollution control based on, the introduction of advanced tanning wastewater treatment technology. In comparison to the detailed scheme based on, select the following process: 

The design is pided into five parts: introduction, to determine the process, design, investment estimate and benefit analysis. And eight drawings: coarse grid map, regulation pool figure, the primary settling tank plans, hydrolysis acidification pool figure, CASS biochemical pool chart, flow chart, layout, elevation cloth structure diagram.Through the design, analysis currently high concentration sewage treatment technology and process, design of high concentration sewage treatment process. Drawing process flow diagram, design a water meet the related standard parameters. According to the high concentration sewage water quality index data, consult a standard water data, the design and calculation. Analysis and understanding of the high concentration wastewater treatment process and characteristics, and treatment process, wastewater treatment process. Draw the related construction technology and the layout of effluent meet the parameter requirement of the relevant standards.

Keywords: tanning wastewater; CASS pool; A/O denitrification pool 

目录

前言1

1 制革生产工艺及污染2

1.1 制革生产工艺及污染的产生2

1.1.1 制革生产工艺2

1.1.2 制革生产工艺的来源2

1.2 制革废水的特点及危害4

1.2.1 制革废水的组成及特点4

1.2.2 制革废水的危害5

1.3 我国制革工业污染控制政策6

1.3.1 行业政策6

1.3.2 技术政策7

1.3.3 污染防治政策7

1.4 设计任务8

2 制革废水的处理方法9

2.1 含铬废水的处理方法9

2.1.1 铬废液回收和利用的方法比较9

2.1.2 含铬废水的处理方法确认 10

2.2 含硫废水的处理方法 11

2.3 综合废水的处理方法 12

2.3.1 水解酸化 12

2.3.2 CASS工艺 13

2.3.3 A/O脱氮工艺13

3 主要设备及构筑物设计计算书 16

3.1 综合废水部分 16

3.1.1 提升泵 16

3.1.2 粗格栅 16

3.1.3 细格栅 17

3.1.4 曝气调节池 19

3.1.5 竖流式沉淀池 20

3.1.6 水解酸化池 23

3.1.7 CASS生化池 23

3.1.8 A/O脱氮池25

3.1.9 二沉池 26

3.1.10 污泥浓缩池28

3.1.11 污泥脱水机房30

3.2 含铬废水部分 30

3.2.1 含铬废水储存池 29

3.2.2 反应沉淀池 30

3.2.3 板框压滤机 30

3.3 含硫废水部分 30

3.3.1 储存沉淀池 30

3.3.2 催化反应池 32

4 处理效果分析 32

4.1 含铬废水处理效果 32

4.2 含硫废水处理效果 32

4.3 综合废水处理效果 32

5 平面布置及高程布置 33

5.1 平面布置 33

5.1.1 各处理构筑物的平面布置 33

5.1.2 管渠的平面布置 33

5.1.3 辅助建筑物 33

5.1.4 道路、围墙、绿化带的布置 33

5.1.5 平面布置的结果 34

5.2 高程布置 34

5.2.1 污水处理厂高程布置原则 34

5.2.2 高程布置结果 35

6 投资预算及成本核算 36

6.1 投资预算 36

6.2 污水处理运行成本核算 37

6.2.1 劳动定员 37

6.2.2 运行费用 37

6.2.3 运行成本 37

7 结论 38 日处理6000立方米高浓度污水处理技术与设计(3):http://www.youerw.com/huaxue/lunwen_43418.html