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Reservoir flood control operation model incorporating multiple uncontrolled water flows

机译:包含多个失控水流的水库防洪调度模型

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This study presents a weighted pre-emptive goal programming model formulation for coordinated reservoir operation, with easy inclusion of uncontrolled water flows. The model is combined with a multiple water inflows forecasting model, and can be used for real time reservoir operation. Water flow routing from various upstream sites is accounted by with a single compact equation. Integration of controlled and uncontrolled water flows in the optimization model simplifies the operation model, resulting in accurate computation of the downstream water flow. Multiple objectives with water storage and flow variables are used to derive optimal regulation for a reservoir system under flood conditions. For real time operations, the model can be used to determine optimal water release rates for a current period, on the basis of an optimal water release schedule for an operating horizon (T). The model is applied to the flood control operation of reservoirs in the Narmada River Basin (India), with three controlled and three uncontrolled water flows affecting the downstream flow at Hoshangabad. Reservoir water storage and downstream control point flows are zoned, with prioritized objectives used to derive the optimal water release rates. Model applications to the 1999 flood event in the Narmada River Basin with observed and forecasted inflows illustrates that, if water inflows were known through a forecasting technique well in advance, the coordinated operation of the reservoirs could substantially reduce the peak water flows at the control points. The study also indicates that uncontrolled channel flows at the damage site were sufficiently high to cause flooding at the damage site.
机译:这项研究提出了一种加权的先发制人的目标规划模型,用于协调水库的调度,并易于包含不受控制的水流。该模型与多种入水量预测模型相结合,可用于实时水库调度。来自各个上游站点的水流路径通过一个紧凑方程来解释。优化模型中受控水流和非受控水流的集成简化了运行模型,从而可以精确计算下游水流。具有储水量和流量变量的多个目标可用于得出洪水条件下水库系统的最佳调节。对于实时操作,该模型可用于基于操作范围(T)的最佳放水时间表来确定当前时段的最佳放水率。该模型被应用于印度纳尔默达河流域的水库防洪调度,其中三个受控水流和三个非受控水流影响了霍尚加巴德的下游水流。水库储水区和下游控制点水流被分区,优先目标用于得出最佳水释放率。通过对纳尔默达河流域1999年洪水事件的观测和预测入流进行的模型应用表明,如果提前通过预测技术知道了入水量,那么水库的协调运行将大大减少控制点的峰值水流。 。该研究还表明,在受损部位的不受控制的通道流量足够高,足以在受损部位引起洪水泛滥。

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