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River Meandering Prediction: Case Studies for Four Rivers in Texas

机译:蜿蜒的河流预测:德克萨斯州四河的案例研究

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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:蜿蜒的河流可以通过横向膨胀和下游翻译蜿蜒弯曲的运输基础设施。在这项研究中,我们在德克萨斯州的德克萨斯州的四个桥梁交叉口的RVR曲折包裹在过去几十年中发生了相当大的影响。这些桥梁过境路过于布拉索斯河,富裕河,德克萨斯州的河滨河和三位一体河流。广泛使用从Ikeda等人开发的蜿蜒迁移模型。 (1981)采用,通过使用银行侵蚀系数(e)将迁移率(m)与垂直平均近岸速度(U_(b'))相关。该研究试图计算来自测量的长期迁移率和近岸速度计算的侵蚀库的e值。然后将计算的侵蚀系数用于预测曲折流的未来位置。讨论了该方法的优点和局限性侧重于预测自然河流的平坦变形演变的能力。

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