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一、数学模型不同闸坝的流量计算公式参考华东水利学院编的“水力学”上册(1979年版本)宽顶堰闸孔过水能力: 孔流界限;e/H<0.65 流态判别:t≤h_c″属自由孔流 t>h_c″属淹没孔流
First, the mathematical model Flow rate of different sluice dam calculation formula refer to “Hydraulics” (1979 version) edited by Huadong Hydraulic Engineering Institute Wide bore weir gate hole water capacity: flow limit; e / H <0.65 Flow discrimination: t ≤ h_c “is a free hole flow t> h_c” is submerged hole flow