城市污水处理厂污水处理工艺设计计算书_课程设计.pdf

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1、城市污水处理厂污水处理工艺设计计算书目录第一节格栅-311 计算依据-322 计算方法-313 计算过程-4第二节曝气沉砂池-6 21 一般规则-6 22 设计参数-723 计算过程-724 沉砂室设计计算-8第三节初沉池-9 31 一些参数地选定-9 32 初沉池选型-9第四节曝气池-11 41 工况参数-11 42 设计过程-12第五节二沉池-17 51 设计参数-1752 主要尺寸计算-1753 进水系统地计算-1854 出水部分设计-19文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW

2、1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D

3、1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编

4、码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N

5、10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y

6、5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB

7、5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J

8、7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X655 溢流堰设计-1956 排泥部分设计-20第六节消毒接触池-21 61 设计参数-21 62 计算过程-21第七节污泥浓缩池-22 71 设计参数-22 72 计算过程-22第八节污泥厌氧消化池-2481 设计参数-2482 一级消化池计算-24文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1

9、S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1

10、X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码

11、:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N1

12、0C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5

13、J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5

14、L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7

15、H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X683 二级消化池计算-2584 表面积计算-25第九节污泥脱水设备-26文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1

16、X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码

17、:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N1

18、0C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5

19、J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5

20、L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7

21、H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1

22、S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6第一节格栅11 计算依据重要参数地取值依据取值安装倾角一般取60o 70o=60o栅前水深一般取0.30.5mh=0.4m栅 条 间 距 宽：粗：40mm 中：15 25mm 细：410mmb1=40mmb2=25mm水流过栅流速一般取0.61.0m/sv=0.9m/s格栅受污染物阻塞时水头增大地倍数一般采用 3k=3栅前渠道超高

23、一般采用0.3mh2=0.3m进水渠道渐宽部分地展开角度一般为20Kf=1.5栅条断面形状阻力系数计算公式形状系数 栅条尺（mm）迎水背水面均为锐边矩形=(s/b)4/3=2.42长=50，S=1012 计算方法主要地计算公式（1）格栅地间隙数0.5(sin)/n Qbvh（2）格栅宽度(1)B S nbn（3）通过格栅地水头损失文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8

24、N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10

25、Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 H

26、B5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2

27、J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 Z

28、W1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7

29、D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档

30、编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X610hh k20sin2vhg（4）栅后槽总高度12Hh hh（5）栅前扩大段长度11()/2tanLB B（6）栅后收缩段长度21/2LL（7）栅前渠道深112Hhh（8）栅槽总长度21210.5 1.0/tanLLLH（9）每日栅渣量max1/1000fW QWk13 计算过程1）粗格栅：（1）1.157(sin60)/0.04 0.4 0.9n74.77 取 75 根（2）0.01 74 0.04 75 3.74Bm(3)渐宽

31、部分取13.50Bm，20（进水渠道内地流速为0.8/m s）1(3.74 3.50)/2tan 200.33Lm（4）20.33/2 0.165Lm（5）4/31102.42()0.38340文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S

32、7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X

33、6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:

34、CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10

35、C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J

36、6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L

37、1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H

38、2 ZW1S7K7D1X6210.93 0.383sin600.0412 9.81hm（6）20.33/2 0.165Lm(7)0.70.33 0.165 0.5 0.12.40tan60Lm（8）10.4 0.3 0.7Hm（10）b=40mm 时,1W=0.025(333/10mm污水)，53100.0251.67/1000 1.50Wmd30.2/md选用机械清渣.2）细格栅：（1）1.157(sin60)/0.025 0.4 0.9n111.3取 112根（2）0.01 111 0.025 112 3.91Bm（3）渐宽部分取13.70Bm，20（进水渠道内地流速为0.8/m s）1(

39、3.91 3.70)/2tan 200.29Lm（4）20.29/2 0.145Lm（5）4/31102.42()0.71525210.93 0.715sin600.0772 9.81hm文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7

40、D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档

41、编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8

42、N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10

43、Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 H

44、B5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2

45、J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 Z

46、W1S7K7D1X6（6）0.4 0.077 0.3 0.777Hm（7）0.70.29 0.145 0.5 0.11.44tan60Lm（8）10.4 0.3 0.7Hm（9）b=25mm时，10.02W(333/10mm污水)，53100.021.33/1000 1.50Wmd 30.2/md选用机械清渣.1进水工作平台栅条中格栅计算草图第二节曝气沉砂池2.1 一般规则1）空气扩散装置设在池地一侧，距池底为0.60.9m，送气管应设置调节气量地阀门2）池子地形状应尽可能不产生偏流或死角.池宽与池深比为1 1.5，池长宽比可达5，当池长宽比大于5 时，应考虑设置横向挡板.文档编码:CP8N1

47、0C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5

48、J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5

49、L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7

50、H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1S7K7D1X6文档编码:CP8N10C10Y5J6 HB5L1T2J7H2 ZW1