TECHNICAL NOTES
Apr 29, 2009

Designing Storm-Water Controls to Promote Sustainable Ecosystems: Science and Application

Publication: Journal of Hydrologic Engineering
Volume 15, Issue 6

Abstract

This paper presents an approach for designing storm-water controls to promote sustainable ecosystems. The approach focuses on understanding and resolving impacts from storm-water discharges on geomorphic stability of stream channels. To develop effective controls, it is critical to understand performance with links to instream hydrology and geomorphology. Comparing work curves and erosion potential in receiving channels between pre- and posturban conditions is the preferred method to test effectiveness and define management criteria. Work incorporates the combined influence of flow, sediment, geometry, slope, and resistance of the channel boundary and can be used to measure the change in erosive energy resulting from urban discharges. Flow duration control can be used to design on-site storm-water controls because flow duration is directly linked to channel processes. Flow duration control also has the potential to “mimic” predevelopment hydrology and be protective of beneficial values. Examples are presented to illustrate the application of work, the erosion potential, and flow duration control as decision making and design criteria.

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References

Alameda Countywide Clean Water Program (ACCWP). (2007). Hydrograph modification management plan, Alameda County Public Works Agency, Alameda, Calif.
Annear, T., et al. (2004). Instream flows for riverine resource stewardship, Instream Flow Council, Cheyenne, Wyo.
ASCE. (1992) “Design and construction of urban storm-water management systems.” Manuals and Reports of Engineering Practice No. 77, ASCE, Reston, Va.
Bledsoe, B., and Watson, C. (2001a). “Effects of urbanization on channel instability.” J. Am. Water Resour. Assoc., 37(2), 255–270.
Bledsoe, B., and Watson, C. (2001b). “Logistic analysis of channel pattern thresholds: Meandering, braiding, and incising.” Geomorphology, 38, 281–300.
Booth, D. (1990). “Stream channel incision following drainage basin urbanization.” Water Resour. Bull., 26, 407–417.
Booth, D., Hartley, D., and Jackson, R. (2002). “Forest cover, impervious surface area, and the mitigation of storm-water impacts.” J. Am. Water Resour. Assoc., 38(3), 835–845.
Booth, D., and Jackson, R. (1997). “Urbanization of aquatic systems: Degradation thresholds, storm-water detection, and limits of mitigation.” J. Am. Water Resour. Assoc., 33(5), 1077–1090.
California State Water Resources Control Board (SWRCB). (2007). “Draft general NPDES permit for construction activities. General Permit No. CAR000002.” Sacramento, Calif.
EPA. (2007). “Reducing storm-water costs through low impact development strategies and practices.” Rep. No. EPA 841-F-07-006, EPA, Washington, D.C., ⟨www.epa.gov/nps/lid⟩ (Nov. 2008).
Geosyntec Consultants. (2007). A technical study of hydrology, geomorphology and water quality in the Laguna Creek Watershed, Upper Laguna Creek Council, Sacramento, Calif.
Hanson, G. J., and Cook, K. R. (2004). “Apparatus, test procedures, and analytical methods to measure soil erodibility in situ.” Appl. Eng. Agric., 20(4), 455–462.
King County. (1998). Surface water design manual, Seattle Department of Public Works, Water and Land Resources Division, Seattle.
Lane, W. E. (1955). “The importance of fluvial morphology in hydraulic engineering.” Proc. Am. Soc. Civ. Eng., 81, 1–17.
Leopold, L., Wolman, M., and Miller, J. (1964). Fluvial processes in geomorphology, Dover, New York.
MacRae, C. (1992). “The role of moderate flow events and bank structure in the determination of channel response to urbanization.” Proc., 45th Annual Conf. of Canadian Water Resources Association, Shrubsole, N.Y., 2.1–12.21.
MacRae, C. (1993). “An alternate design approach for the control of in-stream erosion potential in urbanizing watersheds.” Proc., 6th Int. Conf. on Urban Storm Drainage, H. C. Torno, ed., Vol. 2, Niagara Falls, Ontario, Canada, 1086–1098.
MacRae, C. (1996). “Experience from morphological research on Canadian streams: Is control of the two-year frequency runoff event the best basis for stream channel protection.” ASCE Engineering Foundation Conf. on Effects of Watershed Development and Management on Aquatic Ecosystems, Snowbird, Utah, 144–162.
Marin County Storm Water Pollution Prevention Program (MCSTOPPP). (2008). “Storm-water quality manual for development projects Marin County, guidance for applicants. A low impact development approach.” Marin, Calif.
Nehrke, S., and Roesner, L. (2004). “Effects of design practice for flood control and best management practices on the flow-frequency curve.” J. Water Resour. Plann. Manage., 130(2), 131–139.
Palhegyi, G. (2009). “Modeling and sizing bioretention using flow duration control.” J. Hydraul. Eng., posted online ahead of print Oct. 22, 2009.
Palhegyi, G., Potter, C., Dean, C., and Strecker, E. (2005). “Evaluating the effectiveness of flow controls at protecting streams from the effects of hydromodification in urbanizing watersheds.” AWRA Annual Water Resource Conf., Seattle.
Prince George’s County. (1999). Low-impact development design strategies: An integrated design approach, Prince George’s County, Maryland Dept. of Environmental Resources Programs and Planning Division, Marlboro, Md.
Rohrer, C., and Roesner, L. (2006). “Matching the critical portion of the flow duration curve to minimize changes in excess shear.” Water Sci. Technol., 54(6–7), 347–354.
Santa Clara Valley Urban Runoff Pollution Prevention Program (SCVURPPP). (2005). “Hydromodification management plan, Final report.” Santa Clara, Calif.
Soar, P. J., and Thorne, C. R. (2001). “Channel restoration design for meandering rivers.” Final Rep. No. ERDC/CHL CR-01-1, U.S. Army Corps of Engineers, Vicksburg, Miss.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 15Issue 6June 2010
Pages: 504 - 511

History

Received: Nov 13, 2008
Accepted: Apr 27, 2009
Published online: Apr 29, 2009
Published in print: Jun 2010

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Authors

Affiliations

Gary E. Palhegyi [email protected]
P.E., D.WRE
Senior Project Engineer, Hydrology and River Mechanics, ENTRIX, 2300 Clayton Rd., Suite 200, Concord, CA 94520. E-mail: [email protected]

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