260.4
μcφ(m)L(m)200.373040有压涵管流量Q=μc*ω*√(2*g*H)8.6799080.200.301.302.303.304.305.300.3220.2850.4060.3570.3220.4340.3870.3530.4570.4060.3840.3970.4180.434500.2640.2960.320.3450.3750.390.4160
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