Cascade pump station system water transfer engineering pump station optimization scheduling method
A technology for optimizing scheduling and pumping stations, applied in design optimization/simulation, forecasting, resources, etc., to prevent channel overflow, reduce fluctuation, and reduce vibration
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Embodiment 1
[0039] Such as figure 1 As shown, in the present embodiment, a cascade pumping station system water diversion engineering pumping station optimization scheduling method is provided, the system includes N pumping stations and N+1 canal sections; the optimal scheduling method includes the following steps,
[0040] S1. Determine the flow rate variation of the canal head and each pumping station;
[0041] S2. Calculate the flow change process of the i+1th pumping station in an ideal state;
[0042] S3. Calculating the control time from block i to block i+1 pumping station;
[0043] S4. Steps S2 to S3 are repeated, and the control time between any two adjacent pumping stations is calculated sequentially;
[0044] S5. Determine an optimal control scheme for the entire system.
[0045] In this embodiment, the cascade pumping station system water diversion project such as image 3 shown. The cascade pumping station system consists of N pumping stations and N+1 canal sections. It...
Embodiment 2
[0069] In this embodiment, a water diversion project in China is taken as an example, and a set of control schemes for pumping stations along the line are formulated according to the method of the present invention.
[0070] The water diversion project includes 4 pumping stations along the route. Assume the dispatcher wants pumping station 4 to increase by 1m 3 / s. According to the water transfer efficiency of the water diversion project, the adjusted flows of the pumping stations along the line and at the head of the canal are calculated as follows: pumping station 3 is adjusted by 1.08m 3 / s, pump station 2 adjustment 1.25m 3 / s, pumping station 1 adjustment 1.28m 3 / s and canal head adjustment 1.40m 3 / s. The optimal flow adjustment time between the pumping stations along the line is calculated by using the hydrodynamic model as shown in the table below.
[0071] canal head pumping station 1 pumping station 2 pumping station 3 pumping station 4 ...
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