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12 梯级溃决下游测点$P_1$ (a)和$P_2$ (b)洪水演进过程的两类射流水塔模型预测, 虚线为原始模型计算结果, 蓝线虚线为射流水塔模型(JWT)预测结果, 红线实线为分布式射流水塔模型(DJWT)预测结果, 黑色点划线为浅水动力学模拟结果
Fig.12 Prediction of flood level at detection positions $P_1$ (a) and $P_2$ (b) of cascade dam break flow by jet-water tower model (JWT) in blue dashed line and distributed jet-water tower model (DJWT) in red solid line, and black dash dot line is the shallow water model solution