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contributor authorJoel S. Sholtes
contributor authorMartin W. Doyle
date accessioned2017-05-08T21:50:58Z
date available2017-05-08T21:50:58Z
date copyrightFebruary 2011
date issued2011
identifier other%28asce%29hy%2E1943-7900%2E0000319.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64132
description abstractStream channel restoration can increase flow storage and energy dissipation of passing flood waves. Elements of restoration design that can enhance attenuation include remeandering, which reduces channel slope and increases channel length relative to the floodplain; restoring channel-floodplain connectivity; and revegetating banks and the floodplain. Reestablishment of floodplain hydraulic function is increasingly a goal of restoration programs, yet the approximate magnitude of possible change to attenuation due to reach-scale restoration remains poorly quantified. We examined the efficacy of channel restoration on flood attenuation using restored reaches and synthetic reaches representing median dimensions of channel restoration projects in North Carolina (e.g.,
publisherAmerican Society of Civil Engineers
titleEffect of Channel Restoration on Flood Wave Attenuation
typeJournal Paper
journal volume137
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000294
treeJournal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 002
contenttypeFulltext


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