基于线性冲蚀公式的二维非黏性土石坝溃决模型

刘梦凡,吴钢锋,张科锋,董平

2D non-cohesive earthen embankment breach model based on linear erosion formula

Meng-fan LIU,Gang-feng WU,Ke-feng ZHANG,Ping DONG

图 12 不同时刻沿坝轴线方向高程剖面计算结果

Fig.12 Calculated elevation profiles along dam axis at different time