首页> 外文会议>International Erosion Control Association Conference >Ravine Stabilization, Grade, Slope, and Streambank Stabilization on Small Streams in Northeast Illinois
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Ravine Stabilization, Grade, Slope, and Streambank Stabilization on Small Streams in Northeast Illinois

机译:伊利诺伊州东北部小溪的沟壑稳定,坡度,坡度和河岸稳定

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This presentation will focus on stabilization efforts on two wooded ravine streams, and one small stream in Northeast Illinois. Each ravine used two separate approaches for long term stabilization and restoration of eroded areas. The first ravine stabilization site involved severe channel erosion and incising of an intermittent stream. Initial stabilization efforts to address additional stormwater discharge to the ravine had resulted in failure and continued erosion of the ravine bottom. The project involved the installation of grade control structures, stone toe stabilization and seeding to restore channel stability.The second ravine stabilization involved a steep slope on a wooded ravine adjacent to a new commercial development. A perennial stream at the bottom of the 50 foot deep ravine along with a portion of the ravine slope was impacted for installation of a water main. Initial stabilization efforts using straw erosion matting had failed in efforts to stabilize the slope. In addition, a side hill seep had led to saturation of the slope and concern for the structural stability of the slope. Selection of an appropriate native seed mix, erosion control blanket / turf reinforcement matting, and installation of coir fiber logs at the normal water line of the perennial stream led to successful stabilization of the ravine slope.Small stream bank and bed stabilization will also be demonstrated through the use of re-directive and energy dissipation devices such as stream barbs, bendway weirs, and rock riffles. These techniques in incised stream channels, found throughout the mix of urbanizing and agricultural areas of northeast Illinois, are especially effective in helping curb excessive bank and streambed erosion. The design and installation of these practices will be examined using the overall framework of the channel evolution model and general principles of fluvial geomorphology.
机译:本演讲将重点介绍伊利诺伊州东北部两条林木溪流和一条小溪流的稳定工作。每个山沟都使用两种单独的方法来长期稳定和恢复侵蚀区域。第一个沟壑稳定点涉及严重的河道侵蚀和断续的河流切割。为解决向山沟排放更多雨水而进行的初步稳定工作已导致山沟的破坏和持续侵蚀。该项目涉及安装坡度控制结构,稳定脚趾和播种以恢复渠道稳定性。 第二个沟壑稳定措施是在一个新的商业开发区附近的一个树木繁茂的沟壑上形成一个陡坡。 50英尺深的山沟底部的多年生溪流以及部分山沟坡度受到影响,以安装自来水。使用稻草侵蚀垫子进行的最初的稳定工作未能稳定斜坡。此外,边坡的渗水导致边坡饱和,并引起了边坡结构稳定性的问题。选择合适的天然种子混合物,防侵蚀层/草皮加固垫以及在多年生植物的正常水线处安装椰壳纤维原木可成功地稳定山沟。 通过使用重定向和能量消散装置,例如溪流倒钩,弯道堰和石条,也将证明小溪岸和河床的稳定。在伊利诺伊州东北部城市化地区和农业地区的混合区域中发现的切入河道中的这些技术在帮助遏制过多的河岸和河床侵蚀方面特别有效。这些实践的设计和安装将使用河道演化模型的总体框架和河流地貌学的一般原理进行检查。

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