首页> 外文OA文献 >Les impacts morphodynamiques sur un cours d'eau soumis à un aménagement hydroélectrique à dérivation : le Rhône en Chautagne (France) / Morphodynamic impacts on a river affected by a hydro-electric diversion scheme : the Rhône in the Chautagne region of France
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Les impacts morphodynamiques sur un cours d'eau soumis à un aménagement hydroélectrique à dérivation : le Rhône en Chautagne (France) / Morphodynamic impacts on a river affected by a hydro-electric diversion scheme : the Rhône in the Chautagne region of France

机译:引水水电开发对水道的形态动力学影响:肖塔涅(法国)的罗纳河/ 受引水电工程影响的河流的形态动力学影响:法国乔塔涅地区的罗纳河

摘要

Although forecast by the National Company of the Rhône, the floods of February 1990, caused by the overflowing of the 'old Rhône', produced unusual afects on the Chautagne marsh. An hypothesis was formulated that movements of the bed of the old Rhône were responsible for this condition. This led the Syndicate of Defense of Embankments and Borders of the Upper Rhône to request a morphodynamic study, which is presented here in condensed manner. The hydroelectric diversion scheme has little effect on the transit of flood flows in the old Rhône but has stopped the transit of bed load, which had been left strongly reduced by the works completed upriver prior to the 20th century. Analysis of available data shows evidence of a lowering of the longitudinal profile, rendered complex by the fact that the Rhone's course is influenced by a morphology of fluvial braiding moderately affected by old dykes. Sediment transport is initiated by a flow of approximately 400 m3/s and occurs on average only three days per year. The bed degradation extends itself progressively through space whenever the flood discharge occurs, but with a reduced recurrence interval. The analysis demonstrates that the movement of coarse material will continue into the future. In order to maintain the flooding of the marsh, the water line for minimum discharge and the level of the water table in the old Rhône, civil engineering work is recommended. Its purpose is to minimize the transport that affects the final supply of bedload and to ensure a sustainable development of the floodplain.
机译:尽管由罗纳河国家公司预测,1990年2月由“老罗纳河”泛滥造成的洪水对乔塔涅沼泽造成了不同寻常的影响。提出了一个假设,即旧罗纳河床的运动是造成这种情况的原因。这导致上罗纳河堤防和边界联合组织要求进行形态动力学研究,在此以简明方式进行介绍。水力发电分流方案对旧罗纳河洪水流量的转移影响不大,但已停止了河床负荷的转移,而河床负荷由于20世纪之前上游工程的完成而大大减少了。对可用数据的分析显示出纵向轮廓降低的证据,由于罗纳河的航向受中度堤坝影响的河流编织形态影响,这一事实变得复杂。泥沙输送以大约400 m3 / s的流量开始,平均每年仅发生三天。每当洪水泛滥发生时,河床的退化就会逐渐扩展其自身在整个空间中的位置,但递减间隔会缩短。分析表明,粗料的运动将持续到未来。为了保持沼泽的泛滥,使排水量最小的水线和旧罗纳河的地下水位,建议进行土木工程。其目的是最大程度地减少影响床位最终供应的运输,并确保洪泛区的可持续发展。

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