![气提计算书[共3页]](https://www.peiji.com/assets/images/load.png)
中沉池气提计算5330.51.30.4H1+10/101.318.603.72038416367381100.0256562286233823.602污泥管径0.06462083982945气提管路直径DN80200气提管喇叭口角度450二沉池气提计算52.73.350.446280991735541.30.4H1+10/101.2722.804.56023696316473100.0284048584003527.802污泥管径0.0701343176206气提管路直径DN80200气提管喇叭口角度450Q污泥流量（m3/h）提升管的淹没水深H1(m)提升高度H2(m)校核（H1/（H1+H2））0.4～0.5〉=0.5k安全...
