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      南水北调中线工程惠南庄泵站非计划停机联合应急调度预演

      • 摘要: 南水北调中线工程末端设有唯一一座加压泵站,一旦发生突发事件导致全部机组停机,对上游调度影响较大,在确保工程安全的前提下,统筹考虑经济性应急调度的至关重要。选取惠南庄泵站临近上游渠段、节制闸、分水口、退水闸,以惠南庄泵站4机组加压运行过流43m³/s全部非计划停机为典型工况,通过退水闸是否开启、上游节制闸调整不同流量的几种应急调度方案,利用建立的非恒定流模型,进行模拟仿真,对预演结果进行比对、择优,形成应急调度预案。结果表明:惠南庄泵站4机组加压运行过流43m³/s全部非计划停机后开启旁通管约20m³/s自流输水情况下,无论上游节制闸是否下调流量,应在10min内开启北拒马退水闸,退水流量25m³/s,通过优化调度应急调度方案可减退水量约19万m³;经分析,惠南庄泵站4机组加压运行过流43m³/s运行过程中,上游坟庄河节制闸闸前水位不宜超过设计水位,北拒马河节制闸闸前水位宜控制在设计水位以下60.10m附近。

         

        Abstract: The end of the South-to-North Water Diversion Middle Route Project (MR-SNWDP) has only a pressure pump station. Once an emergency causes some or all units to shut down, and the water level of the channel rises rapidly, it will have a great impact on the upstream dispatching. Under the premise of ensuring the project safety, overall consideration of the economic emergency dispatching is crucial.In this paper, the upstream canal section, the control gate, the water outlet and the return gate of the Huinanzhuang Pump Station is selected. Taking the unscheduled shutdown of the 4 units of Huinanzhuang Pump Station under pressurized operation of 43m³/s as a typical example, this paper continuously adjusts emergency dispatching schemes with different flow rates by adjusting the return gate and the upstream control gate. Then, this paper uses the unsteady flow model to simulate, and forms emergency dispatching prescheme by comparing and selecting the results of the preview.The results show that: Under the condition that the bypass pipe is opened for about 20m3/s self-flowing water conveyance after all the 4 units of Huinanzhuang Pump Station unscheduledly shut down under pressurized operation of 43m³/s, regardless of whether the upstream control gate is down-regulated, the Beijuma Retreat Sluice should be opened within 10 minutes, and the discharge flow is 25m3/s.By optimizing the emergency dispatching plan, , the water volume can be reduced by about 190, 000 m³. Through the analysis, when the 4 units of Huinanzhuang Pump Station unscheduledly shut down under pressurized operation of 43m³/s, it is recommended to control the Fenzhuanghe check gate water level below the design water level and control the Beijuma gate water level near 60.10m, so as to use channels to store excess water and reserve space.

         

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