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Approaches to the Design of Biotechnical Streambank Stabilization: Volume III—Design Guidelines

机译:生物技术流箱稳定设计的方法:第三册 - 设计指南

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摘要

A conceptual framework for the design of biotechnical streambank revetment is proposed. It is intended to be simple in practice, flexible in being widely applicable, familiar in retaining cer­tain aspects of current practice while being patterned after other aspects, and encouraging a more environmentally sensitive approach to reliable streambank protection for INDOT projects. It distinguishes between a toe zone, where traditional hard armoring techniques such as those already included in the INDOT standard designs are more appropriate, and an upper bank zone where vegetation-based techniques would typically be applied. Default techniques are identified to simplify the choice of measures for u27routineu27 problems, but more case-specific techniques may also be selected. Primary techniques that offer immediate protection on their own are also distin­guished from supplementary techniques that are used only in combination with other (primary) techniques.The boundary between the toe zone and the upper bank zone is proposed to be the maximum of the ordinary high water mark (or bankfull elevation), the elevation corresponding to the 2-year discharge, and the elevation corresponding to the point that is one third up the slope from the bank toe at the design discharge (for streambank protection). For the upper bank zone, for bank slopes up to 2H:1V, regrading and revegetation with herbaceous species together with the use of rolled erosion control products (RECPs) is proposed as the default. The other (non-default) main primary technique for the upper bank zone is the vegetated mechanically stabilized earth (VMSE, or vegetated reinforced soil slope VRSS, or soil lifts) option (where revegetation with herbaceous species is also considered standard). This requires more engineering and construct­ion effort but is appropriate for those projects where a more vertical (up to maximum bank slope of 1H:1V) solution is desired. The supplementary techniques to be included are live staking to be used with the regrading option, and brush-layering to be used with the VMSE option.
机译:提出了一种为生物技术流禁令设计设计的概念框架。它旨在在实践中简单,灵活性在广泛适用,熟悉当前实践的某些方面,同时在经过其他方面进行图案,并鼓励更环境敏感的方法对可靠的流班堡保护用于幕单项目。它区分了脚趾区域,其中传统的硬装甲技术,例如已经包括在仪表标准设计中的那些更合适,并且通常应用基于植被的技术的上游区域。识别默认技术以简化 U27Routine U27问题的措施的选择,但也可以选择更具体的特定技术。提供立即保护的主要技术也与仅与其他(主要)技术相结合使用的补充技术区分开出。提出了脚趾区和上部存储区区之间的边界,是普通高水的最大值标记(或银行高程),对应于2年放电的高程,以及对应于在设计放电的银行脚趾的斜率的点对应的高度(用于流箱保护)。对于上部银行区域,对于最高可达2小时的银行斜坡:1V,用草本植物进行后卫和再培养,以及使用轧制侵蚀控制产品(RECP)作为默认值。另一个(非默认)上部银行区域的主要主要技术是植被机械稳定的地球(VMSE或植被加固土壤斜坡VRS或土壤升降机)选项(其中具有草本植物的再培养也被认为是标准的)。这需要更多的工程和施工努力,但适用于需要更垂直(最大银行斜率为1H:1V)解决方案的项目。要包含的补充技术是实时铆接,以便与后备选项一起使用,并与VMSE选项一起使用的刷刷层。

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    Dennis Lyn; John Newton;

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  • 年度 2015
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