Numerical simulation of breaking wave propagation under various gate lifting speeds by a level set method

被引:1
作者
An, Ruidong [1 ]
Yu, Shengji [1 ]
Yu, Ching-hao [1 ]
Meng, Wenkang [2 ,3 ,4 ]
机构
[1] Sichuan Univ, State Key Lab Hydraul & Mt River Engn, Chengdu, Peoples R China
[2] Changsha Univ Sci & Technol, Sch Hydraul & Environm Engn, Changsha 410114, Peoples R China
[3] Key Lab Dongting Lake Aquat Ecoenvironm Control &, Changsha, Peoples R China
[4] Key Lab Water Sediment Sci & Water Disaster Preven, Changsha, Peoples R China
基金
中国国家自然科学基金;
关键词
Dam-break flow; Lifting gate; Free-surface; Level set method; Volume of fluid method; FLOW; INTERFACE; MODEL; ALGORITHM; SCHEMES; SURFACE; IMPACT; FLUID;
D O I
10.1016/j.oceaneng.2024.119162
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This study studies the propagation of dam-break flow on a horizontal dry bed with a lifting gate taken into consideration. The focus is placed on the development of an accurate and efficient gas/liquid/solid interaction numerical model, in which the free-surface evolution is captured using the Mass-Preserving Level Set (MPLS) method and gate motion is handled using the direct-forcing Immersed Boundary (IB) method. This numerical model is validated by experimental results in terms of free-surface profile, wave front location and water column height. Furthermore, emphasis is placed on computational costs for dam-break flow by using the present MPLS/IB model and the Coupled Level Set and Volume of Fluid (CLSVOF)/IB model proposed in Ref. [Commun Nonlinear Sci Numer Simulat 79 (2019) 104934].
引用
收藏
页数:18
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