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
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