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首页> 外文期刊>Geomorphology >Controls of channel morphology and sediment concentration on flow resistance in a large sand-bed river: A case study of the lower Yellow River
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Controls of channel morphology and sediment concentration on flow resistance in a large sand-bed river: A case study of the lower Yellow River

机译:大型沙床河道形态和泥沙浓度对流阻的控制-以黄河下游为例

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摘要

Accurate estimation of flow resistance is crucial for flood routing, flow discharge and velocity estimation, and engineering design. Various empirical and semiempirical flow resistance models have been developed during the past century; however, a universal flow resistance model for varying types of rivers has remained difficult to be achieved to date. In this study, hydrometric data sets from six stations in the lower Yellow River during 1958-1959 are used to calibrate three empirical flow resistance models (Eqs. (5)-(7)) and evaluate their predictability. A group of statistical measures have been used to evaluate the goodness of fit of these models, including root mean square error (RMSE), coefficient of determination (CD), the Nash coefficient (NA), mean relative error (MRE), mean symmetry error (MSE), percentage of data with a relative error <= 50% and 25% (P-50, P-25), and percentage of data with overestimated error (POE). Three model selection criterions are also employed to assess the model predictability: Akaike information criterion (NC), Bayesian information criterion (BIC), and a modified model selection criterion (MSC). The results show that mean flow depth (d) and water surface slope (S) can only explain a small proportion of variance in flow resistance. When channel width (w) and suspended sediment concentration (SSC) are involved, the new model (7) achieves a better performance than the previous ones. The MRE of model (7) is generally <20%, which is apparently better than that reported by previous studies. This model is validated using the data sets from the corresponding stations during 1965-1966, and the results showlarger uncertainties than the calibrating model. This probably resulted from the temporal shift of dominant controls caused by channel change resulting from varying flow regime. With the advancements of earth observation techniques, information about channel width, mean flow depth, and suspended sediment concentration can be effectively extracted from multisource satellite images. We expect that the empirical methods developed in this study can be used as an effective surrogate in estimation of flow resistance in the large sand -bed rivers like the lower Yellow River. (C) 2016 Elsevier B.V. All rights reserved.
机译:准确估计流阻对于洪水泛洪,流量和速度估算以及工程设计至关重要。在过去的一个世纪中,已经开发了各种经验和半经验的流动阻力模型。然而,迄今为止,仍然难以实现针对不同类型河流的通用流阻模型。在这项研究中,使用黄河下游1958-1959年六个站点的水文数据集来校准三个经验流阻模型(方程(5)-(7))并评估其可预测性。一组统计量已用于评估这些模型的拟合优度,包括均方根误差(RMSE),确定系数(CD),纳什系数(NA),平均相对误差(MRE),平均对称性错误(MSE),相对误差<= 50%和25%(P-50,P-25)的数据百分比以及高估误差(POE)的数据百分比。还使用了三个模型选择标准来评估模型的可预测性:Akaike信息标准(NC),贝叶斯信息标准(BIC)和修改后的模型选择标准(MSC)。结果表明,平均水深(d)和水面坡度(S)只能解释流阻变化的一小部分。当涉及到河道宽度(w)和悬浮泥沙浓度(SSC)时,新模型(7)比以前的模型具有更好的性能。模型(7)的MRE通常小于20%,这显然比以前的研究报告的要好。该模型已使用1965-1966年相应站点的数据集进行了验证,结果表明,与校准模型相比,不确定性更大。这可能是由于流量变化引起的通道变化引起的主要控制权随时间变化的结果。随着地球观测技术的进步,可以从多源卫星图像中有效地提取有关通道宽度,平均流量深度和悬浮泥沙浓度的信息。我们希望本研究中开发的经验方法可以用作估算诸如黄河下游之类的大型沙床河流流阻的有效替代方法。 (C)2016 Elsevier B.V.保留所有权利。

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