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基于Godunov格式的一维明渠水流运动数值模拟

梁鑫 侯精明 李东来 吕佳豪 荆海晓 王添 王明宇

人民黄河2025,Vol.47Issue(4):58-63,6.
人民黄河2025,Vol.47Issue(4):58-63,6.DOI:10.3969/j.issn.1000-1379.2025.04.010

基于Godunov格式的一维明渠水流运动数值模拟

Numerical Simulation of One-Dimensional Open Channel Flows Based on Godunov Scheme

梁鑫 1侯精明 1李东来 1吕佳豪 1荆海晓 1王添 1王明宇2

作者信息

  • 1. 西安理工大学 西北旱区生态水利国家重点实验室,陕西 西安 710048
  • 2. 中规院(北京)规划设计有限公司,北京 100044
  • 折叠

摘要

Abstract

For the simulation of one-dimensional open channel hydrodynamics on complex terrain with supercritical flow,shockwave or transi-ent mixed super-subcritical flow,a complex open channel hydrodynamic model was developed based on the Saint-Venant equations in Go-dunov format by using the finite volume method.First of all,the HLL approximate Riemann solution was applied to calculate the interface flu-xes,meantime the spatial-temporal accuracy was improved to the second order by MUSCL scheme and Runge-Kutta method,while the flux results were replaced by the flux form in the continuity equations to ensure flux conservation.Besides,the water surface gradient was taken as the source term in equation then the bottom slope flux method was introduced to solve it.Last but not least,the frictional source term was treated by an explicit-implicit method that requires no iterations.The model was validated by four typical examples and the comparison results show that the model can simulate complex processes such as dam break and transient mixed super-subcritical flow very well,having good con-servation and adaptability.

关键词

明渠水流/Godunov/有限体积法/数值模拟

Key words

open channel flow/Godunov/finite volume method/numerical simulation

分类

水利科学

引用本文复制引用

梁鑫,侯精明,李东来,吕佳豪,荆海晓,王添,王明宇..基于Godunov格式的一维明渠水流运动数值模拟[J].人民黄河,2025,47(4):58-63,6.

基金项目

国家自然科学基金资助项目(52079106,52009104) (52079106,52009104)

人民黄河

OA北大核心

1000-1379

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