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contributor authorD. J. Hagerty
contributor authorM. F. Spoor
contributor authorA. C. Parola
date accessioned2017-05-08T20:42:16Z
date available2017-05-08T20:42:16Z
date copyrightFebruary 1995
date issued1995
identifier other%28asce%290733-9429%281995%29121%3A2%28196%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24095
description abstractRetention of pools to allow navigation has produced a characteristic, anomalous topography on a number of rivers (e.g., Ohio, Illinois, Kanawha). A gently sloping subaqueous bench at and just below minimum pool stage has been observed at hundreds of sites on these rivers. Bench formation is the result of bank failure and erosion processes including seepage-induced erosion, localized failure of undermined layers, reworking of failed soils by waves, and erosion by current forces. Benches are prevalent along alluvial banks composed of layered soils. The shallow-water zones over these benches are ecologically significant. Design and construction of bank protection measures must address the mechanisms that produce these benches.
publisherAmerican Society of Civil Engineers
titleNear-Bank Impacts of River Stage Control
typeJournal Paper
journal volume121
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1995)121:2(196)
treeJournal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 002
contenttypeFulltext


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