contributor author | R. A. Bugg | |
contributor author | W. N. Donald | |
contributor author | W. C. Zech | |
contributor author | M. A. Perez | |
date accessioned | 2017-12-16T09:06:22Z | |
date available | 2017-12-16T09:06:22Z | |
date issued | 2017 | |
identifier other | %28ASCE%29IR.1943-4774.0001194.pdf | |
identifier uri | http://138.201.223.254:8080/yetl1/handle/yetl/4238600 | |
description abstract | Perimeter 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. | |
publisher | American Society of Civil Engineers | |
title | Improvements in Standardized Testing for Evaluating Sediment Barrier Performance: Design of a Full-Scale Testing Apparatus | |
type | Journal Paper | |
journal volume | 143 | |
journal issue | 8 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/(ASCE)IR.1943-4774.0001194 | |
tree | Journal of Irrigation and Drainage Engineering:;2017:;Volume ( 143 ):;issue: 008 | |
contenttype | Fulltext | |