凹岸边坡型式对急弯河道水力特性影响的数值模拟.

Autor: 李 倩1 liqianwhu@whu.edu.cn, 马 黎2, 余明辉1 mhyu@whu.edu.cn, 吴 迪2, 龚兰强2
Zdroj: Advances in Water Science / Shuikexue Jinzhan. Jul2023, Vol. 34 Issue 4, p599-609. 11p.
Databáze: Academic Search Ultimate