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覆盖层对平原水库坝下放水涵洞性态影响分析

张欣 刘鹏 云磊 张雪芹 侯伟亚 王翔南

中国农村水利水电Issue(4):77-82,89,7.
中国农村水利水电Issue(4):77-82,89,7.DOI:10.12396/znsd.2500833

覆盖层对平原水库坝下放水涵洞性态影响分析

Analysis of the Impact of Overburden on the Behavior of a Release Culvert Beneath Dam of Plain Reservoir

张欣 1刘鹏 2云磊 1张雪芹 1侯伟亚 2王翔南2

作者信息

  • 1. 新疆水发水务集团有限公司,新疆 乌鲁木齐 830009
  • 2. 中国水利水电科学研究院,北京 100048
  • 折叠

摘要

Abstract

The operational status of culverts beneath dams significantly affects the functioning of reservoirs.The presence of overburden layers increases the uncertainty of culvert performance,making it essential to study their structural safety in this context.Using the overburden drilling and reservoir design data,a finite element simulation was employed to analyze the stress and deformation distribution of the culvert structure under varying overburden thicknesses.Results demonstrate that as the overburden thickness increases,the maximum settlement of the dam body and the culvert shift upstream,creating an inverted slope in the culvert.The compressive stress in the culvert increases,while the tensile stress decreases.The slope ratio of the culvert and the deformation of the culvert joints both increase.Shear deformation in the high plasticity clay zone remains relatively unchanged across different overburden thicknesses.The settlement deformation difference of the culvert before and after cushion layer replacement decreases with increasing overburden thickness.This study indicates that within a certain range,an increase in overburden thickness can adversely affect the water conveyance performance of culverts beneath dams and elevate the risk of seepage.This thickness range is correlated with the properties of the overburden soil,potentially reaching several hundred meters.It is recommended to thoroughly consider the impact of thick overburden on culverts during the design phase,particularly by analyzing and controlling the maximum displacement of culverts under various operating conditions.Additionally,measures such as reinforcing joint structures should be implemented.

关键词

水库/涵洞/性态/覆盖层厚度/模拟分析

Key words

reservoir/culvert/behavior/overburden thickness/simulation analysis

分类

建筑与水利

引用本文复制引用

张欣,刘鹏,云磊,张雪芹,侯伟亚,王翔南..覆盖层对平原水库坝下放水涵洞性态影响分析[J].中国农村水利水电,2026,(4):77-82,89,7.

基金项目

新疆水发水务集团有限公司员工科研项目(JWYX36/2022). (JWYX36/2022)

中国农村水利水电

1007-2284

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