首页|高铁站房虹吸雨水系统消能井井盖压力数值模拟研究

高铁站房虹吸雨水系统消能井井盖压力数值模拟研究

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我国部分高铁站房虹吸雨水检查井出现了在暴雨情况下井盖"起舞"现象,存在严重安全隐患.为了解决此问题,通过对我国数个高铁站房消能井存在问题的调研,以及现行规程对消能井做法要求的研究,以计算机模拟计算(CFD)技术为载体,数值模拟了某站房虹吸雨水消能井井盖的压力变化情况,分析了消能井排气措施对消能井井盖压力的影响.模拟结果表明:当暴雨强度较大时,虹吸雨水出户管内夹杂大量的空气,如果消能井未采取排气措施,空气会滞留在消能井内部,造成井盖承受压力增大,存在井盖掀翻风险;在消能井采取排气措施后,井盖所受气压减小,井盖掀翻风险可以消除.
Numerical Simulation Research on Cover Pressure of Energy Dissipation Wells in Siphon Rainwater Systems of HSR Station Buildings
In certain siphon rainwater inspection wells at high speed railway(HSR)station buildings in China,the covers tend to"dance"during heavy rainfall,leading to significant safety hazards.To address this issue,an investigation was conducted into the problems existing in energy dissipation wells at several HSR station buildings in China.Additionally,construction requirements for energy dissipation wells outlined in current standards were examined.Numerical simulation was conducted using CFD technology to analyze the pressure fluctuations experienced by the covers of siphon rainwater energy dissipation wells within a station building.Furthermore,the influence of air vent measures for energy dissipation wells on the pressure exerted on their covers was analyzed.The simulation results indicate that during intense rainstorms,there is a significant volume of air within the siphon rainwater outlet pipe.Without implementing vent measures for energy dissipation wells,the air accumulates inside,elevating the pressure on well covers and leading to a cover overturning risk.Upon integrating vent measures for energy dissipation wells,the pressure on well covers diminishes,consequently eliminating the risk of cover overturning.

HSR station buildingCFDnumerical simulationsiphon rainwater systemenergy dissipation well

吴江涛、秦晓梅、王子杰、蔡磊、任拥政、陈洪、肖丹

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中南建筑设计院股份有限公司第一机电院,湖北武汉 430061

华中科技大学环境科学与工程学院,湖北武汉 430074

贵州安六铁路有限责任公司工程管理部,贵州六盘水 553000

沪昆铁路客运专线贵州有限公司工程管理部,贵州贵阳 550002

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高铁站房 CFD 数值模拟 虹吸雨水系统 消能井

2024

铁路技术创新
中国铁道科学研究院

铁路技术创新

影响因子:0.409
ISSN:1672-061X
年,卷(期):2024.(4)