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首页> 外文期刊>Journal of water supply >Dynamic programming model for hydraulics and water resources simulating and optimizing water transfer system (a case study in Iran)
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Dynamic programming model for hydraulics and water resources simulating and optimizing water transfer system (a case study in Iran)

机译:模拟和优化输水系统的水力和水资源动态规划模型(以伊朗为例)

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摘要

Inter-basin water transfer projects have large tunnels and the cost of implementation is high. In order to cut costs, this system should be optimized. In inter-basin water transfer projects, hydraulics and water resources are equally important. For optimizing, both hydraulic and hydrologic modeling flow conditions must be considered together. In this study, four dams and three water transfer tunnels were used for transferring water from Yalan dam to Zayanderud dam (YPGZWT project) in Iran. Dynamic programming (DP) and integrated solution of water resource and hydraulic models, developed by the authors, were used for optimizing the project. The objective of the study is the transferring of 95% of the water flow between both basins after supplying the agricultural consumption and environmental needs of their respective areas. The water level in the dam reservoirs and diameter of the tunnels were considered as the state variable and decision variable respectively in the DP model. The results showed that Yalan, Pashandegan and Gokan dams with a height of 135, 44 and 106 m, respectively, and Yalan-Pashandegan, Pashandegan-Gokan and Gokan-Zayanderud tunnel diameters, 2.812, 3.294 and 5.432 m, respectively, were the most economically optimal combination of water transferring in YPGZWT Project and the cost of this project is 350.70 million US dollars.
机译:跨流域调水工程隧道大,实施成本高。为了削减成本,应该优化该系统。在跨流域调水项目中,水力和水资源同等重要。为了优化,必须同时考虑水力和水文模型的流动条件。在这项研究中,使用了四个大坝和三个输水隧道将水从雅兰大坝转移到伊朗的扎扬德鲁德大坝(YPGZWT项目)。作者开发的动态规划(DP)和水资源与水力模型的集成解决方案用于优化该项目。该研究的目的是在满足各自地区的农业消耗和环境需求之后,在两个流域之间转移95%的水。在DP模型中,大坝水库的水位和隧道直径分别被认为是状态变量和决策变量。结果表明,高度分别为135、44和106 m的Yalan,Pashandegan和Gokan大坝,以及Yalan-Pashandegan,Pashandegan-Gokan和Gokan-Zayanderud隧道的最大直径分别为2.812、3.294和5.432 m。 YPGZWT项目的输水经济最优组合,该项目费用为3.507亿美元。

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