一体化污水处理设备体积计算公式

1、处理水量(吨/天)15202530设备长度(mm)3900490041004900设备直径(mm)2300230028002800设备高度(mm)2500250030003000进水口管径(mm)160160160160进水口高度(mm)2000200024002400出水口管径(mm)110110110110出水口高度(mm)1900190023002300曝气功率（W）305323443443价格：（万）9121518污污水水容容积积（m3m3）1 13 3. .0 09 91 16 6. .4 44 41 19 9. .0 00 02 22 2. .7 71 1处理水量(吨/天)1520

2、2530设备长度(mm)3.94.94.14.9设备直径(mm)2.32.32.82.8设备高度(mm)2.52.533进水口管径(mm)0.160.160.160.16进水口高度(mm)222.42.4出水口管径(mm)0.110.110.110.11出水口高度(mm)1.91.92.32.3曝气功率（W）305323443443价格：（万）9121518污污水水容容积积（m m3 3）1 13 3. .0 09 91 16 6. .4 44 41 19 9. .0 00 02 22 2. .7 71 12l-D/D0.850.851100.6599830.6599831460.540302

3、306 0.540302arccos00.850.8511tan01.1383331.1383327131.557407725 1.557408piR24.152654.152656.15446.1544shanxinS1.7648761.764876253.07723.0772sanjiaoS0.9675830.9675828061.557407725 1.557408kongV3.1094443.9067378746.231148329 7.446982V16.1953320.34798525.23304 30.156564050751006500660010000133002800310

4、031003100300033003300330016018020020024002700270027001101251401402300260026002600610690109012902227.537.5503 30 0. .1 12 23 38 8. .1 12 25 57 7. .7 76 67 76 6. .8 82 24050751006.56.61013.32.83.13.13.133.33.33.30.160.180.20.22.42.72.72.70.110.1250.140.142.32.62.62.6610690109012902227.537.5503 30 0. .

5、1 12 23 38 8. .1 12 25 57 7. .7 76 67 76 6. .8 82 211.151.151.150.540302 0.408487 0.408487 0.40848711.151.151.151.557408 2.234497 2.234497 2.2344976.15447.543857.543857.543853.0772 4.337714 4.337714 4.3377141.557408 2.569671 2.569671 2.5696719.87865 11.66908 17.68042 23.5149640.0036 49.7894175.4385

6、100.3332盛道院北64.1体积比功能区体积罐体长度沉淀区0.053.2050厌氧区0.159.615缺氧区0.2012.82好氧区0.6038.46厌氧池容积 人工湿地的容积人工湿地的水容积64.1 169.7564108.644067826.4 69.9152544.7457627146121.82277.9661016930.2 79.9788151.1864406850 132.415384.74576271粒径粒径m半径m小球体积个数300750.0750.03750.0000527343750.00022089323313.30250400.040.020.0000080000

7、000.00003351032225.00300250.0250.01250.0000019531250.00000818123140.001mm铁丝网000.0000000000000.0015050.0050.00250.0000000156250.000000065450200.00棕丝220C0（mg/l） Ce（mg/l） KtQd（t/d）Ln（C0）-Ln（Ce）云山盛道院村北(306,1018) 200201.35764.1 2.302585云山盛道院村(306,1018)5.298317 2.99573226.4云山大屋基村(174,587)46云山长塘北村(337,1127

8、)介质床深度d（介质床深度）130.2云山长塘南村(337,1127)n（孔隙率）0.495064.126.44630.250孔隙率厚度2352.640.520.480.3 0000.520.480.250.119164000.000.520.480.30.142920.001.000.0010.0018000000.000.520.480.150.071460.001.000.030.030.600.220.13200.640576Ah（湿地面积）人工湿地的容积水力停留时间水力负荷水力管道的管径湿地长113.17169.761.690.570.000.01675.118315.3546.6169.921.690.570.000.01073.28479.8581.21121.821.690.570.000.01414.335913.0153.3279.981.690.570.000.01153.513210.5488.28132.421.690.570.000.01474.520413.5616.0256.611.57.5512.505.663.634.803.895.00湿地宽厌氧池长厌氧池宽厌氧池深度厌氧池面积37.726.145.662.83415.543.943.6