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库内有压取水泵站水锤防护仿真计算研究分析

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为保证泵站工程取输水系统的可靠性,降低工程投资和后期运行费用,需要对整个泵站有压取水系统工程进行全面的水锤防护计算分析.文章以兴仁县尖山水库南干渠泵站工程为例,通过特征线法进行过渡过程计算,分析在不同库水位工况、不同关阀规律下泵站取输水系统的水锤压力.结果表明,需要同时在泵站前DN1000取水总管以及泵站后DN900灌溉输水管、DN300供水输水管上分别设置水击泄放阀和复合式空气阀,方能保证泵站机组及取输水系统的安全.
Research and Analysis on Simulation Calculation for Water Hammer Protection in Pressurized Water Intake Pump Stations in Reservoirs
In order to ensure the reliability of the water intake and transmission system in pump station projects, and to reduce project investment and subsequent operational costs, it is necessary to conduct a comprehensive water hammer protection calculation and analysis for the entire pressurized water intake system of the pump station. This paper takes the Nanganqu Pump Station Project at the Jianshan Reservoir in Xingren County as a case study. The transitional process is calculated using the method of characteristics, analyzing the water hammer pressure in the pump station's water intake and transmission system under different reservoir water level conditions and valve closing rules. The results indicate that to ensure the safety of the pump station's units and water intake and transmission system, it is necessary to install both water hammer relief valves and compound air valves on the DN1000 water intake main pipe before the pump station, as well as on the DN900 irrigation water transmission pipe and DN300 water supply transmission pipe after the pump station.

pressurized water intakepump stationwater hammer protectionsimulation calculationresearch and analysis

杨超、许光远

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贵州省水利水电勘测设计研究院有限公司, 贵州 贵阳 550002

有压取水 泵站 水锤防护 仿真计算 研究分析

2024

中国水能及电气化
水利部水电局 四川省地方电力局 中国水利水电科学研究院

中国水能及电气化

影响因子:0.316
ISSN:1673-8241
年,卷(期):2024.(4)
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