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Optimization of Hydraulic-Hydrologic Complex System of Reservoirs and Connecting Tunnel

机译:储层与连接隧洞水文综合系统的优化

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Nowadays, population growth, environmental constraints and climate change can adversely affect our water supply systems' ability to keep up with demand. Due to lack of unsuitable distribution and dispersion of water resources, precipitation, soil resources, etc., inter-basin transfers of water could be a solution in order to balancing between supply and demand water in different areas. In this study, the optimal designing of water conveyance from basin No-1 to basin No-2 is investigated. Water is transferred between these two dams by tunnel structure. Since the water flow through the tunnel is under pressure, increasing dam height will cause the decrease of tunnel diameter for constant water conveyance efficiency. The purpose of this study is transferring 95 % of water flow between two basins after supplying the agriculture consumption and environmental needs. Therefore, the mathematical program was developed first to solve the governing equations of water balance of reservoir and hydraulic of tunnel. Then, various strategies including different diameters of tunnel and dam height were considered and finally the best strategy from economic and technical viewpoint was proposed. The results showed that dam height of 151.2 m and tunnel diameter of 3.2 m are the economic options to convey of 95 % of the water.
机译:如今,人口增长,环境限制和气候变化可能会对我们的供水系统满足需求的能力产生不利影响。由于缺乏水资源,降水,土壤资源等的不适当分配和分散,流域之间的调水可能是一种解决方案,以平衡不同地区的供需水量。在这项研究中,研究了从No-1盆地到No-2盆地输水的最佳设计。水通过隧道结构在这两个大坝之间转移。由于通过隧道的水流处于压力下,因此坝高的增加将导致隧道直径的减小,从而实现恒定的输水效率。这项研究的目的是在满足农业需求和环境需求之后,在两个流域之间转移95%的水流量。因此,首先开发了数学程序来求解水库水平衡和隧道水力的控制方程。然后,考虑了不同隧道直径和坝高的各种策略,最后从经济和技术角度提出了最佳策略。结果表明,坝高151.2 m和隧道直径3.2 m是输送95%水的经济选择。

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