南水北调东线工程泗洪站-睢宁站河段水力特性分析

Analysis of hydraulic characteristics of the Sihong Station - Suining Station River Section in the East Route of the South-to-North Water Transfer Project

  • 摘要: 南水北调东线工程具有输水线路长、影响因素多、工况变化复杂等特点,解析河道水力特性是保障大型梯级泵站安全高效运行的基础。以泗洪站-睢宁站河段为研究对象,基于MIKE11建立一维河道水动力模型,从槽蓄量、水力损失和水力响应特征三个方面对河道进行水力特性分析,研究不同调水工况下河道水力参数变化规律。结果表明:水位模拟平均绝对误差为0.044 m,具备较好的模拟精度;分析了河道水力损失的变化特征,提出了减少水力损失和提高输水效率的运行建议;揭示了河段水位、流量与蓄量的关系,解析了河道在复杂水力条件下的水位和流量变化特性。研究结果表明可通过调整水位合理分配槽蓄量,实现上游来水流量缓慢变化,为泵站在工况切换、应急事件下的安全运行提供参考。

     

    Abstract: The east route of the South-to-North Water Transfer Project is characterized by long transmission lines, multiple influencing factors, and complex working conditions. Analyzing the hydraulic characteristics of the river is fundamental to ensuring the safe and efficient operation of large cascade pumping stations. This paper focuses on the river section from Sihong Station to Suining Station and establishes a one-dimensional hydrodynamic model of the river channel based on MIKE11. The hydraulic characteristics of the river channel are analyzed from three perspectives: reservoir storage, hydraulic loss, and hydraulic response characteristics. Results indicate that the model has an average water level error of 0.044 m. This paper analyzes the variation characteristics of river hydraulic loss and proposes suggestions for reducing hydraulic loss and increasing water transfer efficiency. It also reveals the relationship between water level and the flow-storage capacity curve. Results indicate that the rate of upstream water inflow can be managed by adjusting the water level and allocating reservoir storage reasonably, offering insights for the safe operation of pumping stations during switchovers and emergencies.

     

/

返回文章
返回