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Simulation of High Suspended Sediment Concentrations and Options for a Reduction in the Lower Ems

机译:高悬浮沉积物浓度的仿真及降低较低EMS的选择

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Estuaries with hyper-concentrated suspended sediment concentration (SSC) provide critical conditions for water management, channel shipping and ecological affairs. Due to the extreme situation of the Ems concerning the SSC, ecologists and water management authorities try to find solutions by different restoration measures, which aim to damp the hydrodynamic asymmetry and to reduce the suspended sediment concentration. Indicators especially for mobilization, resuspension and settling of fine cohesive sediments provide important benchmarks to evaluate restoration potential. Therefore hydro- and morphodynamic indicators like changes in flood and ebb currents, in flood- and ebb current gradients, net sediment flux and the shift of the turbidity zone were assessed. Especially indicators for fine sediments were selected to analyze the potential of meso-scale suspended sediment reduction. Numerical simulations were performed to increase the Understanding of this estuary. But it shows limits to the existing physical approaches for cohesive sediment transport. For a performance of high suspended sediment concentrations two approaches, one with a simplified flocculation and typical hindered settling, and one with a new flocculation approach taking turbulence and salinity into account, were compared for the Ems Estuary. The hydrodynamic processes, salinity and suspended sediment transport were resolved by a numerical three dimensional finite volume model for the Outer and Lower Ems. Considering the uncertainties already inherent in meso-scale simulations the long-term effects are difficult to anticipate. Based on an existing long-term approach for a tidal marsh river with cohesive sediments, first conclusions for a promising long-term concept in an estuarine environment are presented.
机译:具有超集中悬浮沉积物浓度(SSC)的河口为水管理,渠道运输和生态事务提供了关键条件。由于环境管理体系的有关SSC,生态学家和水管理当局试图找到不同的恢复措施,其目的是潮湿的水动力不对称,减少悬浮泥沙浓度的溶液的极端情况。特别是动员,重新悬浮和沉降细腻沉积物的指标提供了评估恢复潜力的重要基准。因此,评估了洪水和退潮电流变化的水力和形态学指标,净沉积物通量和浊度区的偏移。特别选择细沉积物的指标以分析中间稳定沉积物减少的潜力。进行数值模拟以增加对该河口的理解。但它显示了有粘性沉积物运输的现有物理方法的限制。对于高悬浮沉积物浓度的性能,两种方法具有简化的絮凝和典型的阻碍沉降,以及具有新的絮凝方法,并考虑到湍流和盐度的新絮凝方法,并对EMS河口进行了比较。通过用于外部和下部的数值三维有限体积模型来解决流体动力学方法,盐度和悬浮沉积物传输。考虑到中间尺度模拟中所固有的不确定性,难以预测长期影响。基于具有粘性沉积物的潮汐沼泽河流的现有长期方法,提出了对河口环境中有前途的长期概念的首次结论。

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