Technical Papers
Nov 2, 2020

Practical Silt Fence Design Enhancements for Effective Dewatering and Stability

Publication: Journal of Irrigation and Drainage Engineering
Volume 147, Issue 1

Abstract

Many of today’s construction sites rely on perimeter control practices to capture and treat sediment-laden stormwater emanating from disturbed lands. Silt fence systems are a common sediment control practice often specified by stormwater designers to be installed as perimeter control applications. Although design considerations are often given to the location and placement of these systems within the boundaries of a site, design characteristics of the silt fence itself (e.g., post size, post spacing, and fence height, among others) are rarely taken into consideration. As a result, silt fence systems often become overloaded and fail due to insufficient support or lack of effluent flow capability. Thus, this research effort sought to identify and evaluate practical methods for managing the discharge of impounded stormwater and improving the structural stability of silt fence systems. Results from full-scale testing suggest the inclusion of a plywood dewatering mechanism resulted in 96% sediment retention and effluent water quality data similar to results associated with standard silt fence installations. Silt fence dewatering time was reduced from over 24 to 4 h with minimal downstream disturbance of soil and vegetation. Finally, structural analysis data from five common silt fence support posts were used to determine post spacing based on structural load limits. Using these data and in-field observations, recommended distances for post spacing were developed for each support post type.

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Data Availability Statement

Some or all data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request. The following data sets are available: raw measurements collected during experimentation and photographs documenting experiments.

Acknowledgments

The authors would like to thank the Alabama DOT for its sponsorship of this research. The findings, opinions, and conclusions presented are those of the authors and do not necessarily reflect the view of the sponsor.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 147Issue 1January 2021

History

Received: Mar 17, 2020
Accepted: Aug 17, 2020
Published online: Nov 2, 2020
Published in print: Jan 1, 2021
Discussion open until: Apr 2, 2021

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Authors

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Assistant Professor, School of Concrete and Construction Management, Middle Tennessee State Univ., 313 Midgett Business Building, Murfreesboro, TN 37132 (corresponding author). ORCID: https://orcid.org/0000-0002-0310-1961. Email: [email protected]
M. A. Perez, A.M.ASCE [email protected]
Assistant Professor, Dept. of Civil Engineering, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL 36849. Email: [email protected]
Professor, Dept. of Civil, Construction, and Environmental Engineering, Univ. of Alabama at Birmingham, 1075 Thirteenth St. South, Birmingham, AL 35205. Email: [email protected]
W. N. Donald [email protected]
Research Fellow IV, Dept. of Civil Engineering, Auburn Univ., 238 Harbert Engineering Center, Auburn, AL 36849. Email: [email protected]

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