3
设计流量Q(m/d)絮凝时间T(min)过网流速(m/s)竖井平均流速(m/s)########0.1000
###############前段中段3.00004.00000.25000.22000.13000.13000.0955末段5.00000.1200总计12.0000絮凝池容积(m3)W=QT68.7500絮凝池有效水深H有效（m）4.1000絮凝池平面面积A=W/H有效16.7683单个竖井平面面积f=Q/v井单个面积一阶段0.7345二阶段0.7345三阶段0.7957孔洞编号尺寸流速v孔洞编号尺寸流速v孔洞编号尺寸流速v
10.35000.303160.45000.2358130.70000.1516h10.04780.07860.0000
边长0.85700.85700.892020.35000.303170.45000.2358140.80000.1326h20.05820.05070.0222
实际边长0.90000.90000.900030.40000.265280.45000.2358150.80000.1326h0.10600.12930.02220.2575
实际面积0.81000.81000.810040.40000.265290.50000.2122160.85000.1248G77.290772.135526.3503
竖井个数5.17546.90058.625750.45000.2358100.50000.2122170.85000.1248
实际个数5.00007.00009.0000110.55000.1929180.90000.1179
第一段二三
平均GGT58.7744#########
2.89830.38194.05770.43405.217012.1730水损
120.5500
0.1929水损190.9000
0.1179水损
开孔比0.15720.53580.4244
0.4823
0.8841
v
2
0.0919v
2
0.0556v
20.02300.09190.07040.05560.05560.01760.01760.07040.0556
0.04500.0450
0.01560.0156
实际絮凝时间孔眼面积zong0.3801
0.03720.0372
0.01390.0139zong0.3312
0.01390.0139
zong0.1449
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