不同推移质输沙条件下山洪泥石流淹没特征的试验研究
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摘要
通过野外大比尺概念化模型试验,研究不同推移持输沙条件下山洪沟的洪水淹没特征及断面形态变化,结果表明:1)洪水推移质输沙与淹没范围存在临界现象,当推移质输沙水平较低时,洪水推移质输沙率越高,淹没范围越大;当推移质输沙达到一定水平,随着推移质输沙率增大,洪水淹没范围反而越小。2)大量的洪水推移质会增加河道淤积,显著抬高河床,这也是低输沙水平条件下,随着推移质输沙率增高,洪水淹没范围扩大的主要原因。随着推移质输沙率的不断上升,颗粒碰撞大大消耗了洪水能量,使洪水流速放缓,并最终导致淹没范围减小。
Based on the large-scale field conceptual solid model experiments of artificial flash floods and waterrock debris flows,this paper studied the changes of flooding areas and cross-sections morphology of river channel in different bedload transport rates,and the results showed that;1) there is a critical point inbedload transport rate between the bedload transport levels and flooding areas,before the rate reaches the critical point,the more the bedload transport rates,the greater the flooding area;but when the rate reaches the point,the more the bedload transport rates,the smaller the flooding area.2) the great amount of bedload of flash floods would promote the deposition in river channel and rise the river bed significantly,and this is the reason why flooding area extends with the increase of bedload transport rate in low-level bedload transport of flash flood.However,with the rise of bedload transport rate,the collisions of big particles greatly consumed the flood energy,whichobviously slows down the flood flow rate and eventually leads to the reduce of flooding area.
引文
[1]王兆印.2001.泥石流龙头运动的试验研究及能量理论.水利学报,(3):18-26.
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    [3]王兆印,漆力健,王旭昭.2012.消能结构防治泥石流研究——以文家沟为例.水利学报,43(3):253-263
    [4]姚仕明,卢金友.2011.三峡水库蓄水运用前后坝下游水沙输移特性研究.水力发电学报,30(3):117-123
    [5]费祥俊.2002.水石流的输沙浓度与流动速度.泥沙研究,(4):8-12.

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