强降雨对透水船闸闸室横向渗流影响的研究
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Influence of heavy rainfall on the lateral seepage of permeable ship lock chambers
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    摘要:

    为探究强降雨对透水船闸闸室横向渗流特性的影响,采用ANSYS热分析模块建立透水船闸闸室二维数学模型,考虑船闸通航的灌泄水运行情况,对无降雨与多等级降雨工况下透水船闸闸室渗透特性进行研究。结果表明:无降雨工况下,闸室稳定运行后的观测点渗透压力水头呈稳定的周期性变化,距闸室较远的观测点水头振幅与渗透坡降均较小;当降雨强度较小时,闸室渗透特性无明显变化;当发生强降雨时,除受闸室水位控制的观测点外,其余观测点的渗透压力水头均显著上升,渗透压力水头离差的增大与衰减滞后于降雨历程,闸墙墙后观测点渗透特性变化较大,渗透压力水头离差达2.36 m,最大渗透坡降之比达2.33。强降雨对透水船闸闸室渗透特性的影响较大且具有滞后性,闸墙墙后土体渗流特性受强降雨的影响更大。

    Abstract:

    To explore the influence of heavy rainfall on the lateral seepage characteristics of permeable ship lock chambers,this paper adoptes the ANSYS thermal analysis module to establishe a two-dimensional mathematical model of permeable ship lock chamber,considering the irrigation and drainage for navigation,and studies the seepage characteristics of permeable ship lock chambers under no-rainfall and multi-level rainfall conditions.The results show that under no-rainfall conditions,the seepage pressure head at observation points shows a stable periodic variation state after the chamber stable operation,the seepage pressure head amplitude and permeation gradient at the observation points far from the chamber are small.Under light rainfall conditions,the permeability characteristics of the chamber changes insignificantly.However,under heavy rainfall conditions,the seepage pressure head of other observation points rises significantly,except for the observation points controlled by the water level in chamber.The increase and attenuation of the seepage pressure head deviation lag behind the rainfall process.The permeability characteristics of the observation points behind the gate wall change significantly,the seepage pressure head deviation reaches 2.36 meters,and the maximum permeation gradient ratio reaches 2.33.The heavy rainfall has a significant impact on the permeability characteristics of permeable lock chambers and the impact is a hysteretic nature,the seepage characteristics of the soil behind the gate wall are more affected by heavy rainfall.

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李肖.强降雨对透水船闸闸室横向渗流影响的研究[J].水运工程,2026(4):200-205.

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  • 在线发布日期: 2026-04-17
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