梯级溃坝洪水洪峰增强机制 1)
黄灿,刘青泉,王晓亮

MECHANISM OF PEAK DISCHARGE ENHANCEMENT OF CASCADE DAM BREAK FLOODS 1)
Huang Can,Liu Qingquan,Wang Xiaoliang
图1 溃坝问题在时刻0.0721 s的水深和流量分布, 数值解和理论解的比较, $H$为水位, $Q$为流量
Fig.1 Height and discharge distribution of dam break flow at 0.0721 s, the red dashed line and blue symbols are analytical and numerical solutions respectively, where $H$ is water depth, and $Q$ is discharge