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contributor authorKim Dae-Hong;Paik Kyungrock
date accessioned2019-02-26T08:00:04Z
date available2019-02-26T08:00:04Z
date issued2018
identifier other%28ASCE%29HY.1943-7900.0001418.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4250786
description abstractIn transport-limited alluvial streams, the suspended sediment concentration C exhibits power functional relationships with the flow discharge Q at a given station. Once the power-law C-Q relationships at multiple stations along a stream are compiled, these relationships either systematically lag in the downstream direction (i.e., decreasing C downstream for a constant Q) or overlap each other (i.e., similar C for a constant Q anywhere along the stream). It has been claimed that the mode of downstream C-Q (lag or overlap) is associated with the downstream channel geometry. This poses a fundamental question as to whether different modes of downstream C-Q relationships are the mechanistic consequences of channel hydraulics functions induced by different channel geometries or distinct channel geometries are the signatures of adaptation to the varying C-Q relationships. This question is investigated in this study with theoretical streams by applying a numerical model which solves sediment flux and shallow water equations simultaneously. Simulation results are consistent with observations from natural rivers in many respects, such as power-law at-a-station and downstream hydraulic geometry relationships. Lagged C-Q relationships are reproduced whereas the degree of a lag depends on the imposed channel geometry. This agrees with field observations and can be explained through the downstream increase rate in the bed shear stress. These findings imply that the downstream lag in C-Q relationships is the resultant feature of a given channel geometry.
publisherAmerican Society of Civil Engineers
titleChannel Geometry Controls Downstream Lags in Sediment Rating Curves
typeJournal Paper
journal volume144
journal issue4
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0001418
page4018006
treeJournal of Hydraulic Engineering:;2018:;Volume ( 144 ):;issue: 004
contenttypeFulltext


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