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泵站规模和起排水位对泵站开停频次的影响研究

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为科学规划建设新城区排涝系统,合理设置各项参数,避免泵站频繁开停缩短泵站使用寿命,以雄安新区截洪渠二期为例,通过构建水动力模型,确定河底宽 24 m、河道坡比 1∶2、泵站规模 50 m3/s、起排水位 7 m为最终的河道规模,进而研究泵站规模、起排水位、河底宽、泵站开停频次等因素之间的相互关系.结果表明,河道宽度接近的情况下,增大泵站规模,则水面线随河道里程的变化越来越陡,且泵站开停频次比小规模泵站开停频次有所提升;增加泵站起排水位,在相同泵站规模条件下,可有效降低泵站开停频次;增加泵站起排水位,为满足河道设计水面线不超过涝水位,需增加泵站规模,而这又会增加末端泵站开停频次,因此工作中需综合比较,选取合适的泵站规模和起排水位.
Research on Impacts of Pump Station Scale and Starting Level for Drainage of Pump Station on Switching Frequency of Pump Station
To scientifically plan and construct a new urban drainage system,reasonably set various parameters,avoid frequent start and stop of pumping stations,and shorten their service life,taking the second phase of the flood intercep-tion channel in Xiong'an New Area as an example,a hydrodynamic model was constructed to determine channel scale with river bottom width of 24 m,a river slope ratio of 1∶2,a pumping station scale of 50 m3/s,and a drainage level of 7 m.The relationships among factors such as pump station scale,pump station start and discharge water level,river bot-tom width,and pump station start and stop frequency was studied.The results show that increasing the scale of the pum-ping station results in a steeper curve of water surface profile with river mileage,and the frequency of opening and closing the pumping station increases compared to small-scale pumping stations.Increasing the water level of the pump station can effectively reduce the frequency of pump station opening and closing under the same pump station scale conditions.In-creasing the start and discharge water level of the pumping station is necessary to meet the same waterlogging water level requirements in the basin.Increasing the scale of the drainage pumping station will also increase the frequency of opening and closing of the end pumping station.Therefore,it is necessary to comprehensively compare and select the appropriate pumping station scale and start and discharge water level to ensure the safety performance of the end drainage pumping station.

scale of riverscale of pumping stationstarting level of drainageswitching frequencyhydrodynamic model

吴海春、王亚鑫

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雄安城市规划设计研究院有限公司,河北 雄安 071700

中国地质调查局水文地质环境地质调查中心,河北 保定 071051

河道规模 泵站规模 起排水位 开停频次 水动力模型

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(6)
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