期刊导航

论文摘要

山区河道溃坝水流数值模拟

Simulation of Dam Break Flow in Mountain River

作者:陈日东(四川大学 水力学及山区河流开发保护国家重点实验室);刘兴年(四川大学 水力学及山区河流开发保护国家重点实验室);周晓泉(四川大学 水力学及山区河流开发保护国家重点实验室);黄尔(四川大学 水力学及山区河流开发保护国家重点实验室)

Author:Chen Ridong(State Key Lab. of Hydraulics and Mountain River Eng.,Sichuan Univ.);Liu Xingnian(State Key Lab. of Hydraulics and Mountain River Eng.,Sichuan Univ.);Zhou Xiaoquan(State Key Lab. of Hydraulics and Mountain River Eng.,Sichuan Univ.);Huang Er(State Key Lab. of Hydraulics and Mountain River Eng.,Sichuan Univ.)

收稿日期:2010-08-09          年卷(期)页码:2011,43(3):7-11

期刊名称:工程科学与技术

Journal Name:Advanced Engineering Sciences

关键字:山区河流;浅水流;SPH;溃坝

Key words:mountain river;shallow water;SPH;dam break

基金项目:国家“973”计划资助项目(2011CB409903);国家自然科学基金资助项目(50739002)

中文摘要

为了研究溃坝水流在山区河道中的传播,采用SPH方法来求解2维浅水方程,建立了溃坝水流数值模型。SPH方法由于是拉格朗日法,在处理对流主导的问题具有很好的稳定性与精度,且是无网格方法,无需划分网格和判定干湿网格,很好地解决了山区河道溃坝水流流速急,水位变幅大,动边界变化频繁,计算区域难确定等问题。采用该模型模拟了山区河道的溃坝水流,初步再现了溃坝水流的流动过程,分析表明模拟结果是合理的,因而采用SPH方法对溃坝水流进行模拟是可行的。

英文摘要

In order to study the dam break flow in mountain river, SPH method was used to solve the dam break flow model based on the two dimensional shallow water equations. Since the Lagrangian SPH method has good stability and accuracy in dealing with convection dominated problems and is meshfree method, there is no need to divide the grid and to determine the wet-dry grid, therefore it well resolves the issues that mountain river dam break flow velocity is acute, water level range is large, moving boundary changes frequently, and the calculation region is difficult to determine. The model was used to simulate the mountain river dam break flow and preliminarily represents the dam break flow process. The analysis showed that the simulation results are reasonable and the SPH method is feasible to simulate the dam break flow.

关闭

Copyright © 2020四川大学期刊社 版权所有.

地址:成都市一环路南一段24号

邮编:610065