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contributor authorDiego Caamaño
contributor authorPeter Goodwin
contributor authorJohn M. Buffington
contributor authorJim C. Liou
contributor authorSteve Daley-Laursen
date accessioned2017-05-08T20:46:20Z
date available2017-05-08T20:46:20Z
date copyrightJanuary 2009
date issued2009
identifier other%28asce%290733-9429%282009%29135%3A1%2866%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26633
description abstractIt has been hypothesized that velocity reversals provide a mechanism for maintaining pool-riffle morphology in gravel-bed rivers—an important habitat for salmonids, which are at risk in many places worldwide and that are the focus of extensive environmental legislation in Europe and North America. However, the occurrence of velocity reversals has been controversial for over 3 decades. We present a simple one-dimensional criterion that unifies and explains previous disparate findings regarding the occurrence of velocity reversals. Results show that reversal depends critically on the ratio of riffle-to-pool width, residual pool depth (difference between pool and riffle elevations), and on the depth of flow over the riffle, suggesting that land management activities which alter channel form or divert water from the channel can have negative impacts on the sustainability of pool-riffle habitat in gravel-bed rivers.
publisherAmerican Society of Civil Engineers
titleUnifying Criterion for the Velocity Reversal Hypothesis in Gravel-Bed Rivers
typeJournal Paper
journal volume135
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2009)135:1(66)
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 001
contenttypeFulltext


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