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A study of the scour-fill threshold based on Lane's equilibrium relation: The lower Yellow River

机译:基于车道平衡关系的冲刷阈值研究:黄河下游

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The scour-fill threshold in river channels is an expression of scour-fill equilibrium, which may be understood as the balance between the river's sediment carrying capability and the sediment load imposed by the drainage basin. In the present study, the above capability-load relation is quantified using Lane's relation, gamma QJ-Q(s)D(50), wherein Q is water discharge, J is channel slope, Q(s) is sediment transport rate, D-50 is median size of bed material, and gamma is the specific weight of water. On this basis, we have established scour-fill thresholds for the lower Yellow River based on data from 141 flood events. The results show that the Q(s)D(50)-gamma QJ relation may well distinguish between the scour and fill flood events. The following equation has been established: SDRFE = 0.00099(gamma QJ)(0.90()Q(s)D(50))(-0.60), wherein SDRFE is channel sediment delivery ratio. From the equation, the scour-fill threshold is established as: Q(s)D(50) = 0.00001 (gamma QJ)(1.5). Starting from this formula, four possible options are proposed for sediment management of the lower Yellow River. (C) 2015 Elsevier B.V. All rights reserved.
机译:河道中的冲淤极限是冲淤平衡的一种表达,可以理解为冲沙承载力与流域施加的冲沙量之间的平衡。在本研究中,上述能力-负荷关系使用车道关系γQJ-Q(s)D(50)进行量化,其中Q为排水量,J为河道斜率,Q(s)为输沙速率,D -50是床料的中位数,gamma是水的比重。在此基础上,我们基于141次洪水事件的数据建立了黄河下游的冲刷阈值。结果表明,Q(s)D(50)-γQJ关系可以很好地区分冲刷和洪水洪水事件。已建立以下方程:SDRFE = 0.00099(γQJ)(0.90()Q(s)D(50))(-0.60),其中SDRFE是河道沉积物输送比。根据方程式,冲刷填充阈值确定为:Q(s)D(50)= 0.00001(γQJ)(1.5)。从这个公式开始,提出了黄河下游沉积物管理的四个可能选择。 (C)2015 Elsevier B.V.保留所有权利。

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