Designing Dry Swales for Stormwater Quality Improvement Using the Aberdeen Equation-Reference-Cited by-同舟云学术

Designing Dry Swales for Stormwater Quality Improvement Using the Aberdeen Equation

Published:2020-02 Issue:1 Volume:6 Page:05019004
ISSN:2379-6111
Container-title:Journal of Sustainable Water in the Built Environment
language:en
Short-container-title:J. Sustainable Water Built Environ.

Author:

Hunt W. F.¹,Fassman-Beck E. A.²,Ekka S. A.³^ORCID,Shaneyfelt K. C.⁴,Deletic A.⁵

Affiliation:

1. William Neal Reynolds Distinguished Professor and Extension Specialist, Dept. of Biological and Agricultural Engineering, North Carolina State Univ., P.O. Box 7625, Raleigh, NC 27695 (corresponding author).

2. Associate Professor, Dept. of Civil, Environmental and Ocean Engineering, Stevens Institute of Technology, Castle Point on Hudson, Hoboken, NJ 07030.

3. Technical Leader, Water Resources-Environment, AECOM Technical Services of North Carolina, Inc., 1600 Perimeter Park Dr., Suite 400, Morrisville, NC 27560. ORCID: .

4. Water Resources Design Engineer, Muller Engineering Company Inc., 777 S Wadsworth Blvd., #4-100, Lakewood, CO 80226.

5. Professor and Pro Vice-Chancellor of Research, School of Civil and Environmental Engineering, Univ. of New South Wales, Sydney, NSW 2052 Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Management, Monitoring, Policy and Law,Water Science and Technology

Link

http://ascelibrary.org/doi/pdf/10.1061/JSWBAY.0000886

Reference48 articles.

1. Sediment transport in grassed swales during simulated runoff events

2. Grassed swales for stormwater pollution control during rain and snowmelt

3. Storm Water Pollutant Removal in Roadside Vegetated Buffer Strips

4. Performance of Vegetative Controls for Treating Highway Runoff

5. Bean E. Z. 2005. “A field study to evaluate permeable pavement surface infiltration rates runoff quantity runoff quality and exfiltrate quality.” M.S. thesis Dept. of Biological and Agricultural Engineering North Carolina State Univ.

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