Abstract

Urbanization has a significant impact on rivers and streams, modifying flows, sediment loads, channel morphology, water quality and nutrient processing, and aquatic biota. Because of these impacts, a majority of the streams in urban and urbanizing watersheds are reported on Section 303(d) state lists as impaired from siltation, habitat alteration, nutrients, bacteria, and other stressors. States are required to develop total maximum daily loads (TMDLs) under 40 CFR 130, and watershed-scale implementation plans are produced to rehabilitate impaired streams by achieving target TMDL allocations. Stream restoration practices are commonly used as corrective measures to meet TMDLs, particularly for siltation and habitat alteration. However, urban stream restoration typically consists of reach-scale projects that may not be well integrated into a watershed corrective plan. Rather, project scope and location are commonly determined by local perceptions of need and accessibility. Watershed planning is needed in urbanizing watersheds for various reasons. Most importantly, planning is needed because hydrology and sediment loads change as developments occur over time until ultimate build-out, and future infrastructure constraints affect channel planform stability. These reasons underscore the critical need for restoration projects to be implemented based on a watershed plan, and a plan that integrates implementation of stormwater management best management practices (BMPs). The objective of this paper is to present a framework for monitoring and assessment protocols for urban and urbanizing watersheds, with the aim to better support planning of stream restoration projects and improve restoration outcomes. This is the product of a joint task committee by the Urban Stream Committee of the Urban Water Resources Research Council and the River Restoration Committee of the Hydraulics and Waterways Council.

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Go to World Environmental and Water Resources Congress 2009
World Environmental and Water Resources Congress 2009: Great Rivers
Pages: 1 - 11

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Published online: Apr 26, 2012

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John S. Schwartz [email protected]
University of Tennessee, Dept. of Civil and Environmental Engineering, 63 Perkins Hall, Knoxville, Tennessee 37996. E-mail: [email protected]
Sue L. Niezgoda [email protected]
Rose-Hulman Institute of Technology, Department of Civil Engineering; 5500 Wabash Avenue, Terre Haute, Indiana 47803. E-mail: [email protected]
Louise O. Slate [email protected]
MACTEC Engineering & Consulting, Inc., Raleigh, North Carolina 27612. E-mail: [email protected]
Donald D. Carpenter [email protected]
Lawrence Technological University, Civil Engineering Department, 21000 W. Ten Mile Road; Southfield, Michigan 48075. E-mail: [email protected]
William K. Annable [email protected]
University of Waterloo, Dept. of Civil Engineering, 200 University Avenue West, Waterloo, Ontario, Canada N2L 3G1. E-mail: [email protected]
Tess M. Wynn [email protected]
Virginia Tech, Biological Systems Engineering Dept., 302 Seitz Hall, Blacksburg, Virginia 24061. E-mail: [email protected]
Christine Pomeroy [email protected]
University of Utah, Dept. of Civil and Environ. Engineering, 122 S. Central Campus Dr., 212 CME, Salt lake City, Utah 84112. E-mail: [email protected]
Munsell McPhillips [email protected]
Intuition & Logic, GP, 1306 Autumn Trace, Amelia Island, Florida 32034. E-mail: [email protected]

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