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Discharge Simulation as Potential Energy of Sibundong Hydroelectric Power Plant

机译:锡伯顿水电站的放电模拟作为势能

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摘要

In the planning of hydroelectric power plant requires sufficient discharge data for the purpose of hydrological analysis of the watershed. In the Sibundong watershed encountered incomplete discharge measurement problems, many empty discharge observations, and prolonged discharge data. With the tank model, it is expected to be able to perform a discharge simulation to find out the amount of discharge in the river. The purpose of this study is to apply the tank model in the estimation of river discharge and calculate the dependable discharge on the Sibundong river, in addition, it is also to analyze the potential power of Sibundong hydroelectric power plant. From the result of generator discharge analysis, it can be analyzed the probability of discharge reliability based on Flow Duration Curve that is Q = 9.29 m3/s, P = 60%. Selected Francis turbine has a sensitivity of operating variation from 35% to 105% of the discharge design of generator, the turbine operating discharge pattern is between 60% and 100% with consideration of dependable discharge. The power potential that can be generated for the hydroelectric power operation pattern is 2 x 6.26 MW and the energy is 1489.96 GWh/year.
机译:在水力发电厂的规划中,需要有足够的流量数据以用于流域的水文分析。在西本顿流域,遇到流量测量不完全的问题,许多空洞的观测,以及长期的流量数据。使用储罐模型,有望能够执行排放模拟以找出河流中的排放量。这项研究的目的是将储罐模型应用于河流流量的估算,并计算西本顿河的可靠流量,此外,还分析西本顿水力发电厂的潜在功率。根据发电机放电分析的结果,可以根据流动持续时间曲线Q = 9.29 m3 / s,P = 60%来分析放电可靠性的概率。选定的弗朗西斯涡轮机的运行灵敏度为发电机排放设计的35%至105%,考虑到可靠的排放,涡轮机的排放模式在60%至100%之间。可为水力发电运行模式产生的电势为2 x 6.26 MW,能量为1489.96 GWh /年。

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  • 会议地点 Sapporom(JP)
  • 作者单位

    Department of Water Resources Engineering, Universitas Brawijaya, Malang 65145 Indonesia;

    Department of Water Resources Engineering, Universitas Brawijaya, Malang 65145 Indonesia;

    Department of Water Resources Engineering, Universitas Brawijaya, Malang 65145 Indonesia;

    Department of Water Resources Engineering, Universitas Brawijaya, Malang 65145 Indonesia;

    Department of Water Resources Engineering, Universitas Brawijaya, Malang 65145 Indonesia;

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