ghd haarglätter Real-time inter-basin water transf

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Water Diversion Project Scheduling Model for Real-Time Optimization

Constraint: 0 ≤ Tw (f,[link widoczny dla zalogowanych],) ≤ D W ... () (12) d. Other constraints. If Danjiangkou priority and springs to the middle and lower reaches of the reservoir storage capacity of water supply and communication constraints. 3 Based on the above model and analysis results, the level of 2000 for the North Water Transfer Project in abundance, in dry three kinds of forecast year (corresponding to 1958,1987,1966 years) were calculated in real time optimization scheduling. Main indicators of the results shown in Table 2. Data and parameters are calculated using the Yangtze River Water Resources Commission Water Transfer Project Demonstration Report (1995),[link widoczny dla zalogowanych], the data in the limited space,[link widoczny dla zalogowanych], this article omitted. If the Table 2 results in real-time optimal scheduling results compared with conventional scheduling, we can see real-time optimal scheduling obtained higher than the general scheduling transfer volume of water transfer, in which low-flow year (1966) transferred 38 billion multi-ra,[link widoczny dla zalogowanych], the water year type (1987) more than 848 million tune m], wet year (1958) more than 515 million transferred from the previous analysis. Show that the proposed scheduling model,[link widoczny dla zalogowanych], real-time optimization is reasonable and feasible. The benefits of real-time optimization scheduling is significant. Bad 2 North Water Transfer Project scheduling model considered the different statistical decay billion the volume of water
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