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Modelling and layout of drainage-levee devices in river sections

机译:河段排洪堤装置的建模与布置

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A common practice to protect facilities from rising rivers is to build longitudinal dikes or levees to preserve flood plain areas. Since the second half of the twentieth century, flood control with dams has increased significantly. Flood abatement reduces the peak flow but makes the flood last longer and therefore increases and intensifies the filtration time. This paper describes the design and modelling of a levee that decreases the effects of frequent floods on a river plain area where fish farms and electricity production are located. Since the artificial earthen levee is built with highly permeable granular material available in the environment, another problem arises and needs to be solved: the seepage that occurs when flooding from the river persists over time. To address this problem, a drainage-levee system was designed and the theoretical performance is presented in this article. Additionally, the real performance has been demonstrated in recent years since the levee was put into service. This study is one of the first regarding the ensemble of a levee and a longitudinal drainage channel that can greatly reduce seepage towards the river floodplain. There are many works on the stability of fluvial levees in the lower reaches of rivers, but this study presents a case in a section of the river running through the hillslope of the European Alpide belt. The longitudinal slope of the river (almost 0.5%) allows the operation of the drainage with an outlet to the river 1.5 km downstream. The water level of the river during a flood can be 4 m above ground level in the installation areas, meaning that the drainage channel has two purposes; the first is to avoid flooding the soil with surface water accumulation from seepage, and the second is to ensure that the water table remains below the base level of deposits to avoid interactions leading to environmental consequences between the groundwater and the fish tanks. (C) 2016 Elsevier B.V. All rights reserved.
机译:保护设施免受河流上升的常见做法是建造纵向堤防或堤坝,以保护洪泛区。自20世纪下半叶以来,大坝的防洪能力大大提高。洪水的减少减少了峰值流量,但使洪水持续的时间更长,因此增加并延长了过滤时间。本文介绍了堤坝的设计和建模,该堤坝可以减少频繁洪水对养鱼场和电力生产所在地的河川平原的影响。由于人造土堤由环境中可用的高渗透性颗粒材料建成,因此出现了另一个问题,需要解决:随着时间的流逝,从河中泛滥时发生的渗漏现象仍然存在。为了解决这个问题,设计了排水堤防系统,并在本文中介绍了其理论性能。此外,自堤坝投入使用以来,近年来已证明了其实际性能。这项研究是有关堤坝和纵向排水沟的集合的首批研究之一,可以大大减少向河漫滩的渗流。关于河流下游河堤的稳定性的工作很多,但这项研究提出了一段穿越欧洲Alpide带山坡的河流案例。河流的纵向坡度(几乎为0.5%)允许通过下游1.5公里处的河流出口进行排水。洪水期间河流的水位可以在安装区域中高于地面4 m,这意味着排水通道有两个用途;第一个是避免由于渗流引起的地表水积聚而淹没土壤,第二个是确保地下水位保持在沉积物的基准水平以下,以避免相互作用,从而导致地下水和鱼缸之间的环境后果。 (C)2016 Elsevier B.V.保留所有权利。

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