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首页> 外文期刊>Geomorphologie >Hydrodynamics of the Orne and sediment mobilization in the backwater zone upstream of the Beth dam (Lorraine, France)
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Hydrodynamics of the Orne and sediment mobilization in the backwater zone upstream of the Beth dam (Lorraine, France)

机译:流体动力学Orne和沉积物动员的死水区上游贝丝大坝(法国洛林)

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摘要

Orne suffered multiple hydro-morphological changes in the XX th century, in relation to the steel industry located in the downstream valley. In Moyeuvre-Grande, the Beth dam, built in 1958, causes in particular a backwater zone 4.5 km in length, locally presenting alluvial banks as well as solid deposits heavily contaminated by past industrial activity. A study in progress aims to determine the remobilization of these polluted deposits under current hydrological conditions and with a view to removing the dam. This work specifically studies the hydrodynamics of the Orne in the slowdown zone caused by the dam. The biennial flood of the lit June 2016 is used as the benchmark event; its maximum flow at 137 m(3) / s corresponds locally to the flow at full edges. The morphometric study of two sites with a sedimentary bank spaced 450 in apart made it possible to calculate the specific power and the traction stress of the watercourse, coupled with grantdometric measurements. The specific power (about 30 W / m(2)) and the average traction stresses (between 15 and 22 N / m(2)) show the relatively low hydrodynamic energy of the watercourse which can however mobilize sediments of centimeter size by bedload and sand medium to coarse in suspension, during a biennial flood. These first results will be used for the hydraulic modeling which will be done near the dam in order to determine the ablation processes that could occur there following the opening of the valves,
机译:Orne遭受多重hydro-morphological变化在XX世纪,与钢下游行业位于山谷。Moyeuvre-Grande,贝丝大坝建于1958年,导致特定的一潭死水区4.5公里长度、局部呈现冲积银行固体存款严重污染的过去工业活动。确定这些污染的再活化在当前的水文条件下存款为了消除大坝。流体动力学的专门研究Orne大坝造成的减速带。两年一次洪水的点燃了2016年6月被用作基准事件;本地/ s对应的流满了边缘。沉积银行之间相隔450年可能计算出特定的权力牵引压力的水道,加上grantdometric测量。(约30 W / m(2)),平均牵引压力(15至22 N / m(2))显示水动力的能量相对较低水道,然而动员沉积物厘米大小的碎石和沙子中粗悬浮在两年一次的洪水。这些结果将被用于水力建模,将附近的完成大坝为确定消融过程可能发生后开放阀门,

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