GA algorithm-based cascade pump station group lift optimal distribution method
A technology for optimizing distribution and group head, applied in constraint-based CAD, design optimization/simulation, calculation, etc., to achieve the effect of solving large amount of calculation and high practicability
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Embodiment 1
[0035] Such as figure 1 As shown, in the present embodiment, a method for optimizing the head distribution of cascade pumping station groups based on GA algorithm is provided, including the following content,
[0036] S1. Determine the objective function, decision variables and constraints;
[0037] S2. Pre-processing the pumping stations in the cascaded pumping station group;
[0038] S3. The GA algorithm is used to solve the objective function to obtain the optimal distribution result of the head of the cascade pumping station group.
[0039] In this embodiment, this method first studies the hydraulic optimization combination problem between the pumping stations at all levels of the cascade pumping station water delivery system on the basis of the single-stage optimal operation inside the pumping station, and seeks the optimal head distribution scheme.
[0040] In this embodiment, the purpose of the objective function is to achieve the optimal distribution of the head betw...
Embodiment 2
[0062] In the present embodiment, the implementation process of the method of the present invention is specifically illustrated by taking the north-sending section of the river diverted from the Yangtze River to the Huaihe River Project as an example.
[0063] 1. Determine the objective function
[0064] The purpose of the objective function is to achieve the optimal distribution of head between cascade pumping stations while satisfying various equality and inequality constraints, so as to maximize the total efficiency of cascade pumping stations. The objective function of the 5-stage cascade pumping station is:
[0065]
[0066] In the formula: The flow rate of the cascade pump station in the k-th period is The total lift is H total The overall efficiency of the case; H total is the total head of the cascade pumping station; is the maximum efficiency of the jth stage pumping station.
[0067] 2. Determine the decision variables
[0068] The water level of the inl...
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