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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