Q(m3/s)he(m)g H0(m)λε'
2.29610316 1.59.8
3.110.533293698 b0bsξm Q
1.520.9601020.3850.077624249 Q(m3/s)he(m)g H0(m)λε'
2.37724796 1.59.8
3.310.528898053 b0bsξm Q
1.520.9601020.3850.077624249
止水摩擦系数
0.7
进水涵管流量计算
退水涵管流量计算
φμδ'B0(m)
0.950.436393970.3 1.5闸孔出流求流量H0B0
0.1 1.5堰流求流量
φμδ'B0(m)
0.950.437910850.3 1.5闸孔出流求流量H0B0
0.1 1.5堰流求流量
Tzs(KN)Tzd(KN)WS(KN)G(KN)Fq(KN)
9.919.30518.751064.796
闸孔出流求流量
闸孔出流求流量
Fw(KN)
26.046进水闸退水闸