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基于光滑粒子元的水-沙两相流冲刷数值仿真

张嵘钊 熊文 刘川渟

湖南大学学报(自然科学版)2024,Vol.51Issue(3):69-80,12.
湖南大学学报(自然科学版)2024,Vol.51Issue(3):69-80,12.DOI:10.16339/j.cnki.hdxbzkb.2024029

基于光滑粒子元的水-沙两相流冲刷数值仿真

Numerical Simulation of Scour by Liquid-sediment Two-phase Flow Based on Smoothed Particle Hydrodynamics

张嵘钊 1熊文 1刘川渟2

作者信息

  • 1. 东南大学 交通学院,江苏 南京 211189
  • 2. 同济大学 土木工程学院,上海 200092
  • 折叠

摘要

Abstract

Scours at the foundations of hydraulic structures have gradually become the major cause of structural damage.The traditional numerical simulation is based on the Euler mesh method,which is not easier to converge or accompanied by large deformation of grids and eventually results in the loss of solution efficiency and accuracy.This paper numerically simulated the scour process of riverbed by utilizing the Smooth Particle Hydrodynamics(SPH)based on the Lagrange coordinate.It treated the sediment phase as a non-Newtonian phase and divided it into three states:sediment,bed load,and suspended load.To accurately describe the effect of liquid-sediment interaction,the Drucker-Prager and Shields stress model was introduced in the numerical model as the criteria for the transformation judgment between three states of sediment,including assigning different rheological properties for sediment particles in different states.In this study,a modification scouring algorithm based on the two-phase flow was proposed,and the sediment scouring calculation module was built and accelerated by GPU.Finally,a numerical flume model was designed for comparison with the Louvain dam-break experiment as well as a similar numerical model.The conclusions are drawn:the current numerical model proposed could more accurately reflect the overall trend of scour development;the RMSE of the free surface profile of the water and sediment-liquid interface were within a reasonable range at the specified moment;the result of numerical model was in good agreement with the experimental data.

关键词

桥梁工程/数值仿真/光滑粒子元/河床冲刷/两相流/侵蚀准则

Key words

bridge engineering/numerical simulation/smoothed particle hydrodynamics/bed scour/two-phase/erosion criterion

分类

交通工程

引用本文复制引用

张嵘钊,熊文,刘川渟..基于光滑粒子元的水-沙两相流冲刷数值仿真[J].湖南大学学报(自然科学版),2024,51(3):69-80,12.

基金项目

国家自然科学基金资助项目(52022021,51978160),National Natural Science Foundation of China(52022021,51978160) (52022021,51978160)

湖南大学学报(自然科学版)

OA北大核心CSTPCD

1674-2974

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