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首页> 外文期刊>Journal of Hydraulic Engineering >Reservoir Turbidity Current Modeling with a Two-Dimensional Layer-Averaged Model
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Reservoir Turbidity Current Modeling with a Two-Dimensional Layer-Averaged Model

机译:用二维平均模型对储层浊度电流进行建模

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摘要

A two-dimensional layer-averaged model is developed and verified to simulate turbidity current characteristics and its sluicing in reservoirs. The governing equations consist of mass and momentum conservation laws for the turbidity current mixture, equations for the sediment transport and bed dynamics, and auxiliary relations for the interactions among clear water, turbidity current, and bed. A finite-volume, unstructured, polygonal mesh method is adopted so that reservoirs with complex terrains may be simulated. Special algorithms are developed to capture the turbidity current front movement through a clear water bed and to simulate turbidity current sluicing through reservoir outlets. The developed model has been tested and verified with both conservative and nonconservative turbidity currents ranging from simple to complex reservoir terrains. Case studies presented include a lock-exchange turbidity current with large eddy simulation and direct numerical simulation results, a laboratory test of turbidity currents, and a physical model of turbidity currents at Shihmen Reservoir in Taiwan. Comparisons of model results with available data show that the developed model, with appropriate calibration, reasonably predicts the turbidity current movement through reservoirs, the resultant sediment deposition along the reservoir bottom, and sediment sluicing through bottom outlets. The study also points to the need for future model improvements. (C) 2015 American Society of Civil Engineers.
机译:建立并验证了二维平均模型,以模拟浊流特性及其在储层中的渗流。控制方程包括浊流混合物的质量和动量守恒定律,泥沙输移和床动力学方程,以及清水,浊流和床之间相互作用的辅助关系。采用有限体积,非结构化的多边形网格方法,可以模拟具有复杂地形的储层。开发了特殊的算法来捕获浑浊电流在清水床中的前移并模拟通过水库出口的浑浊水流。所开发的模型已通过从简单到复杂的水库地形的保守和非保守浊流进行了测试和验证。案例研究包括具有大涡流模拟和直接数值模拟结果的闭锁交换浊流,浊流的实验室测试以及台湾石门水库的浊流物理模型。模型结果与可用数据的比较表明,经过适当校准后,开发的模型可以合理地预测浊度在储层中的运动,所产生的沉积物沿储层底部的沉积以及沉积物通过底部出口的流动。该研究还指出了未来模型改进的需求。 (C)2015年美国土木工程师学会。

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