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Laboratory experiments on failure characteristics of non-cohesive sediment natural dam in progressive failure mode

机译:非粘性沉积天然大坝渐进破坏模式破坏特性室内试验

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摘要

Natural dam failure may cause disastrous floods in the downstream, especially for dam outbursts in progressive failure mode. Until now researches about the characteristics of progressive failure are still completely unclear. In this paper, a series of flume tests were conducted to investigate the formation mechanism of progressive failure of natural dam, the breaching characteristics and the effect of outburst flood on the channel bed. According to the results, three typical features in the progressive failure process of natural dams were observed: seepage on downstream slope, slide of the downstream slope and overtopping. With phreatic line rising continuously, seepage occurred on the downstream slope, which caused slide of downstream slope of the dam. The breaching discharge hydrographs were asymmetric on both sides of peak discharge, which was similar to the breaching discharge of overtopping. The relationship between breach width and depth was like a shape of "S", which followed a logistic function. In the breaching process, sediment in the channel bed near the dam was first deposited and then scoured, where the flow velocity was large with strong turbulence; while flow on channel bed far away from the dam showed lower velocity and the flow regime transferred from supercritical flow to subcritical flow. Sediment deposited at first and then scoured gradually on channel bed, but only deposited at a large distance from the dam. The outburst flood eroded the channel bed continuously, the erosion mechanism was from tractive erosion to backward erosion, and returned to tractive erosion finally. In addition, the further away from the dam, the weaker the erosion intensity was. The results of this paper enriched the understanding of the failure mechanism of progressively outburst natural dam, which is helpful to predict breaching parameters in progressive failure mode and to provide some reference about flood prevention.
机译:自然水坝的破坏可能会在下游造成灾难性的洪水,尤其是对于渐进式破坏模式下的大坝爆发。到目前为止,关于进行性失败的特征的研究仍然完全不清楚。本文进行了一系列的水槽试验,以研究天然大坝渐进破坏的形成机理,破坏特征以及突水对河床的影响。根据结果​​,在天然大坝的渐进破坏过程中观察到三个典型特征:下游边坡的渗流,下游边坡的滑动和过顶。随着潜水线的不断上升,下游坡面发生渗流,导致坝体下游坡面滑动。突破流量的水位图在峰值流量的两侧都是不对称的,这类似于突破性突破。缺口宽度和深度之间的关系就像“ S”形,遵循逻辑函数。在破坏过程中,大坝附近河床中的沉积物首先被沉积,然后被冲刷,流速大且湍流强烈。而远离大坝的河床河床流速较低,流态从超临界流向亚临界流转移。沉积物首先沉积,然后在河道床上逐渐冲刷,但仅在距水坝较远的地方沉积。爆发性洪水持续侵蚀河床,侵蚀机制由牵引侵蚀变为向后侵蚀,最终恢复为牵引侵蚀。另外,离大坝越远,侵蚀强度越弱。本文的结果丰富了对逐步突出天然大坝破坏机理的理解,有助于预测逐步破坏模式下的破坏参数,并为防洪提供参考。

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