首页> 外文期刊>Catena: An Interdisciplinary Journal of Soil Science Hydrology-Geomorphology Focusing on Geoecology and Landscape Evolution >Rapid and long-distance channel incision in the Lower Yellow River owing to upstream damming
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Rapid and long-distance channel incision in the Lower Yellow River owing to upstream damming

机译:由于上游渔村,在较低的黄河中快速和长距离通道切口

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摘要

The operation of the Xiaolangdi Reservoir has significantly altered the flow and sediment regime of the Yellow River, which has led to rapid and long-distance channel incision in the Lower Yellow River. Variations in the channel incision depth and stage-discharge relationships were identified in the braided, transitional and meandering reaches based on the cross-sectional profiles at 91 sedimentation sections and hydrological data at hydrometric stations. The results show that the cumulative reach-scale channel incision depths in the braided, transitional and meandering reaches in response to upstream damming were 3.0 m, 2.5 m and 2.3 m, respectively. In addition, water levels at given discharges dramatically decreased at three hydrometric stations in the different reaches. The previous 5-year average incoming sediment coefficients are the key fluvial factor influencing the cumulative channel incision depth in the Lower Yellow River. The cumulative bank retreat width increased with the cumulative channel incision depth in the braided reach, and a linear function between these parameters was established. However, bank retreat occurred when the channel incision depths reached critical values in the transitional and meandering reaches. Empirical equations were established between the cumulative channel incision depth and the relative bed roughness in the braided and transitional reaches, and they indicate that the riverbed coarsening process can mitigate channel incision to some extent.
机译:小浪底水库的运行极大地改变了黄河的水流和泥沙状况,导致黄河下游河道快速长距离切割。根据91个沉积剖面的横截面剖面和水文站的水文数据,在辫状、过渡和曲流河段确定了河道切割深度和水位流量关系的变化。结果表明,上游筑坝对辫状河、过渡河和曲流河的累积河段尺度河道切割深度分别为3.0m、2.5m和2.3m。此外,不同河段的三个水文站在给定流量下的水位急剧下降。前5年平均来沙系数是影响黄河下游河道累计切割深度的关键河流因素。在辫状河段中,累积河岸后退宽度随着累积河道切割深度的增加而增加,并在这些参数之间建立了线性函数。然而,在过渡河段和蜿蜒河段,当河道切割深度达到临界值时,河岸后退发生。在辫状河段和过渡河段,建立了累积河道切割深度与相对河床粗糙度之间的经验方程,表明河床粗化过程在一定程度上可以缓解河道切割。

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