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River Meandering Prediction: Case Studies for Four Rivers in Texas

机译:河流蜿蜒预测:德克萨斯州四条河流的案例研究

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River meandering could endanger transportation infrastructures by lateral expansion and down-valley translation of meander bend. In this study, we used the RVR Meander package for four bridge crossings in Texas where the meanders have moved considerably over the past several decades. These bridge crossings are over the Brazos River, the Nueces River, the Sabine River and the Trinity River in Texas. Widely used meander migration model developed from Ikeda et al. (1981) was adopted, which relates migration rate (M) to vertically averaged near-bank velocity (u_(b')) through the use of a coefficient of bank erosion (E). This study attempts to calculate E values for eroded banks from measured long-term migration rates and computed near bank velocities. The calculated erosion coefficients were then used for the prediction of the future location of meandering streams. The advantages and limitations of the approach are discussed focusing on the capability of predicting the planform evolution of natural rivers.
机译:河道的曲折可能会通过横向扩展和曲折河谷的下谷平移而危害运输基础设施。在这项研究中,我们在德克萨斯州的四个桥梁过境点使用了RVR蜿蜒曲折软件包,在过去的几十年中,蜿蜒曲折的移动幅度很大。这些桥梁穿越得克萨斯州的布拉索斯河,努埃斯河,萨宾河和三位一体河。由池田等人开发的广泛使用的曲折迁移模型。 (1981)被采用,它通过使用河岸侵蚀系数(E)将迁移率(M)与垂直平均近河岸速度(u_(b'))关联起来。这项研究试图从测得的长期迁移率和近岸速度计算出侵蚀银行的E值。然后,将计算出的侵蚀系数用于预测蜿蜒流的未来位置。讨论了该方法的优点和局限性,重点在于预测天然河流平面演变的能力。

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