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contributor authorHelgi Johannesson
contributor authorGary Parker
date accessioned2017-05-08T20:40:37Z
date available2017-05-08T20:40:37Z
date copyrightAugust 1989
date issued1989
identifier other%28asce%290733-9429%281989%29115%3A8%281019%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23201
description abstractAn analytical model for calculating the lateral distribution of the depthaveraged primary flow velocity in meandering rivers is presented. A small perturbation approach is used to linearize the governing equations. The well‐known “moment method,” commonly used to solve the concentration distributions, is then used to obtain an approximate solution. This makes it possible to take into account the convective transport of primary flow momentum by the secondary flow. This oft‐neglected influence of the secondary flow is shown to be an important cause of the redistribution of the primary flow velocity. The model, when tested with laboratory data, gives substantially better results than several previous models.
publisherAmerican Society of Civil Engineers
titleVelocity Redistribution in Meandering Rivers
typeJournal Paper
journal volume115
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1989)115:8(1019)
treeJournal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 008
contenttypeFulltext


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