A method for formulating optimal dispatching plan of ten-day water quantity in cross-basin water diversion projects considering hydraulic response characteristics
A technology that optimizes scheduling and response characteristics, and is used in computing, data processing applications, forecasting, etc.
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Embodiment 1
[0046] Such as figure 1 As shown, in this embodiment, a method for formulating an optimal scheduling plan for water volume of a cross-basin water transfer project considering the hydraulic response characteristics is provided, including the following steps
[0047]S1. According to the hydraulic connection and hydraulic response characteristics of each object of the water transfer project, construct a generalized network diagram of the cross-basin water transfer project model;
[0048] S2. On the basis of the generalization diagram of the model network, construct a ten-day water quantity optimal dispatching model of the water diversion project and use the differential evolution algorithm ((DE algorithm)) to realize the efficient solution of the model;
[0049] S3. According to the optimal solution obtained by solving the model, formulate an optimal dispatch plan for the ten-day water quantity of the water diversion project.
[0050] In this embodiment, step S1 is specifically ...
Embodiment 2
[0078] Such as Figure 3 to Figure 6 As shown, in this embodiment, taking the Yangtze River to Huaihe River project as an example, according to the steps described in the present invention, the ten-day water volume optimization dispatch plan of the river diversion project is compiled.
[0079] The project of diverting the Yangtze River to the Huaihe River is a major cross-basin and trans-regional strategic water resources allocation and comprehensive utilization project. It connects the two major water systems of the Yangtze River and the Huaihe River. The project can be subdivided into the water diversion line from the Yangtze River to Jichao, the communication line between the Jianghuai River and the northward transmission line of the river and water. The generalized diagram of the overall project is as follows image 3 shown. In the Yinjiang Jichao section, Caizi Lake Zongyang Pumping Station and Xihe Fenghuangjing Station are used as the gates of the river diversion, whic...
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