m/sm3/sm有效水深有效容积停留时间3.65265.26164.244186

出水堰总长40.88m堰上负荷0.424685L/m.s

285

收水管计算

0.004340278

0.6

0.095994933

16.520330.66

0.006576178

0.5

m3/sm/smmmm个m2m/sm/个

261.1111

收水管同配水管

1600032

925.482656.76

1951.617001851.611109.63703.2

3651.6

0.005787037m3/s

0.015m0.06594m20.087762163

93.33333

15661466879629323225.2

1879.2344.521315.44

55186