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contributor authorR. A. Bugg
contributor authorW. N. Donald
contributor authorW. C. Zech
contributor authorM. A. Perez
date accessioned2017-12-16T09:06:22Z
date available2017-12-16T09:06:22Z
date issued2017
identifier other%28ASCE%29IR.1943-4774.0001194.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4238600
description abstractPerimeter controls [i.e., sediment barriers (SBs) or sediment retention devices] are typically used on construction sites to retain sediment and prevent polluted stormwater runoff from adversely affecting aquatic habitats and clogging storm sewers. Often, parameters based on rule-of-thumb are applied to the design of SBs without knowing their expected performance capabilities. This issue is further complicated by the difficulty in devising a scientifically sound, repeatable testing methodology, replicating field conditions to assess performance. To resolve this issue, a test apparatus was designed and constructed at the Auburn University—Erosion and Sediment Control Test Facility to replicate in-field rainfall runoff rates for purposes of conducting full-scale experiments on various SBs. This apparatus allows for performance testing and direct comparisons between various SB products, practices, and installations. The overall intent of conducting full-scale testing is to improve design criteria and enhance the in-field performance of SB practices. Initial test results for a woven polypropylene silt fence reinforced with a polypropylene grid and supported by wooden posts performed well structurally with an average sediment retention rate of 90.5% by volume.
publisherAmerican Society of Civil Engineers
titleImprovements in Standardized Testing for Evaluating Sediment Barrier Performance: Design of a Full-Scale Testing Apparatus
typeJournal Paper
journal volume143
journal issue8
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0001194
treeJournal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 008
contenttypeFulltext


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