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Experimental research on the effect of slope morphology on bank collapse in mountain reservoir

机译:山地水库边坡形态对河岸坍塌影响的试验研究

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摘要

Bank collapse width (BCW) is a considerably important index in the construction of water conservancy projects. In recent years, China has built a large number of hydropower stations. However, after reservoir impoundment for decades, the development of bank collapse width required clarification. Very few studies have provided feedback surveys or examined contrasting features of BCW. Through an analysis of BCW in a large reservoir in China, which was emptied completely owing to leakage, combined with a series of laboratory tests, this study describes the degree of influence of profile morphology on BCW. In addition, the BCW and bank collapse length of different planform morphology slopes, including convex plane-type, concave plane-type, and straight plane-type slopes, are discussed. This is a novel research, and it provides an important and reliable basis for the establishment of a BCW prediction model.
机译:堤岸坍塌宽度(BCW)是水利工程建设中相当重要的指标。近年来,我国建设了大量的水电站。然而,经过几十年的水库蓄水,堤岸坍塌宽度的发展需要澄清。很少有研究提供反馈调查或检查BCW的对比特征。通过对中国某大型储层因渗漏而完全排空的BCW的分析,结合一系列实验室试验,描述了剖面形态对BCW的影响程度。此外,还讨论了凸面型、凹面型和直面型边坡等不同平面形态边坡的BCW和河岸塌陷长度。这是一项新颖的研究,为BCW预测模型的建立提供了重要可靠的依据。

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