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contributor authorM. Todd Walter
contributor authorJosephine A. Archibald
contributor authorBrian Buchanan
contributor authorHelen Dahlke
contributor authorZachary M. Easton
contributor authorRebecca D. Marjerison
contributor authorAsha N. Sharma
contributor authorStephen B. Shaw
date accessioned2017-05-08T20:50:16Z
date available2017-05-08T20:50:16Z
date copyrightApril 2009
date issued2009
identifier other%28asce%290733-9437%282009%29135%3A2%28200%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28773
description abstractRiparian buffers are commonly promoted to protect stream water quality. A common conceptual assumption is that buffers “intercept” and treat upland runoff. As a shift in paradigm, it is proposed instead that riparian buffers should be recognized as the parts of the landscape that most frequently generate storm runoff. Thus, water quality can be protected from contaminated storm runoff by disassociating riparian buffers from potentially polluting activities. This paper reviews and synthesizes some simple engineering approaches that can be used to delineate riparian buffers for rural watersheds based on risk of generating runoff. Although reference is made to specific future research that may improve the proposed methods for delineating riparian buffers, the approaches described here provide planners and engineers with a set of currently available scientifically defensible tools. It is recommended that planners and engineers use available rainfall and stream discharge data to parameterize the buffer-sizing equations and use variable-width buffers, based on a topographic index, to achieve a realistic representation of runoff generating areas.
publisherAmerican Society of Civil Engineers
titleNew Paradigm for Sizing Riparian Buffers to Reduce Risks of Polluted Storm Water: Practical Synthesis
typeJournal Paper
journal volume135
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2009)135:2(200)
treeJournal of Irrigation and Drainage Engineering:;2009:;Volume ( 135 ):;issue: 002
contenttypeFulltext


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