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基于数值模拟的堤防管涌渗流场响应特征分析

苏桐

陕西水利Issue(6):17-20,4.
陕西水利Issue(6):17-20,4.

基于数值模拟的堤防管涌渗流场响应特征分析

Analysis of Seepage Field Response Characteristics of Levee Piping Based on Numerical Simulation

苏桐1

作者信息

  • 1. 新疆兵团勘测设计院集团股份有限公司,新疆 乌鲁木齐 830000
  • 折叠

摘要

Abstract

Piping is one of the primary causes of levee failure.To understand the response characteristics of the levee seepage field after piping occurs,a finite element simulation model was developed based on a hydraulic physical model.The model was used to simulate the variation trends of pore water pressure at different depths and horizontal positions within the levee.Additionally,the effects of piping channel diameter and location on pore pressure were analyzed,helping to determine appropriate installation zones for piezometers within the levee structure.The results indicate that,following piping,significant differences exist in pore water pressure values at varying vertical depths,horizontal distances,and piping channel diameters.To expand the monitoring scope,obtain detailed and reliable data,and provide solid support for levee piping risk assessment,it is essential to properly install pore pressure monitoring equipment.

关键词

数值模拟/堤防管涌/渗流场/响应/特征

Key words

Numerical simulation/levee piping/seepage field/response/characteristics

分类

水利科学

引用本文复制引用

苏桐..基于数值模拟的堤防管涌渗流场响应特征分析[J].陕西水利,2025,(6):17-20,4.

陕西水利

1673-9000

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