TECHNICAL PAPERS
Mar 1, 2009

Seasonal Performance Variations for Storm-Water Management Systems in Cold Climate Conditions

Publication: Journal of Environmental Engineering
Volume 135, Issue 3

Abstract

Lack of widespread adoption of low-impact development (LID) designs in northern climates is in large part due to concerns about poor winter performance relating to (1) frozen filter media; and (2) dormant biological functions. An examination of six varied LID designs, in contrast with conventional best-management practices (BMPs) and manufactured systems illustrated that seasonal functionality was evident for many systems; however, the LID designs were consistently top storm water management performers. The designs were tested and monitored for cold climate performance from 2004–2006 to assess: filter media frost penetration, hydraulic efficiency, and seasonal variations of contaminant removal efficiency. LID systems evaluated included: two types of bioretention systems, a surface sand filter, a subsurface gravel wetland, a street tree, and porous asphalt. The LID performance data were contrasted with conventional structural BMPs (swales, retention pond) and some select manufactured storm-water systems (hydrodynamic separators); (3) a filtration system, and a subsurface infiltration system. Seasonal performance evaluations indicate that LID filtration designs differ minimally from summer to winter, while smaller systems dependent largely on particle settling time demonstrated a marked winter performance decline.

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Acknowledgments

UNHSC is housed within the Environmental Research Group (ERG) at UNH in Durham, N. H. Funding for the program was provided by the Cooperative Institute for Coastal and Estuarine Environmental Technology (CICEET) and the National Oceanic and Atmospheric Administration (NOAA).

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Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 135Issue 3March 2009
Pages: 128 - 137

History

Received: Feb 20, 2007
Accepted: Sep 23, 2008
Published online: Mar 1, 2009
Published in print: Mar 2009

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Authors

Affiliations

Robert M. Roseen, Ph.D., M.ASCE [email protected]
P.E.
Director, UNH Stormwater Center, Dept. of Civil Engineering, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824 (corresponding author). E-mail: [email protected]
Thomas P. Ballestero, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Civil Engineering, Principal Investigator, UNH Stormwater Center, Dept. of Civil Engineering, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824. E-mail: [email protected]
James J. Houle [email protected]
Program Manager, UNH Stormwater Center, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824. E-mail: [email protected]
Pedro Avellaneda
Graduate Research Assistant, Water Resources, Dept. of Civil Engineering, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824.
Joshua Briggs
Graduate Research Assistant, Water Resources, Dept. of Civil Engineering, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824.
George Fowler
Graduate Research Assistant, Water Resources, Dept. of Civil Engineering, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824.
Robert Wildey
Graduate Research Assistant, Water Resources, Dept. of Civil Engineering, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824.

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