1) dam-site flood
坝址洪水
2) dam-break flows
溃坝洪水
1.
In this paper,the ENO scheme and the Runge-Kutta time discertization method were applied to the one-dimensional Saint-Venant water equations for numerical simulation of dam-break flows,and the water depth and the velocity along the distance were obtained.
将ENO(Essentially Non-Oscillatory)格式和Runge-Kutta时间离散的思想应用于一维Saint-Venant方程组的求解,数值模拟溃坝洪水,得出了水位和流速的沿程分布。
4) inundating the dam by flood
洪水漫坝
1.
Study on the natural height of one landslide-dam and the possibility of inundating the dam by flood;
某滑坡坝天然坝高评价及洪水漫坝可能性分析
5) water quality in dam site
坝址水质
补充资料:河道洪水演进(见河道洪水演算法)
河道洪水演进(见河道洪水演算法)
neaao non郎hUi河道洪水演进yanJ县n 见河道洪水演算法。
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
参考词条