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contributor authorM. Fazle Karim
contributor authorJohn F. Kennedy
date accessioned2017-05-08T20:40:57Z
date available2017-05-08T20:40:57Z
date copyrightAugust 1990
date issued1990
identifier other%28asce%290733-9429%281990%29116%3A8%28978%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23368
description abstractNonlinear multiple‐regression analysis is used to derive relations among the velocity, sediment discharge, bed‐form geometry, and friction factor of alluvial rivers. A data base comprising 339 river flows and 608 flume flows is used in the analysis. A hierarchy of formulations involving progressively more interdependencies among velocity, depth, sediment discharge, and bed‐form geometry is developed. Procedures for computing velocity‐ and sediment‐rating curves are presented. A simplified procedure for preparing depth‐discharge relations for streams with strongly, discontinuous rating curves is also presented. Rating curves for four rivers, and computed depths and velocities for two others, are presented. The accuracies of the different methods are evaluated in terms of the mean normalized errors of predicted friction factors, depths, velocities, and sediment discharges. It is concluded that these formulations yield velocity‐ and sediment‐rating curves that are as reliable as is permitted by the accuracy of the available data, which is limited by, among other things, the inherent short‐term temporal variability of stream‐flow properties.
publisherAmerican Society of Civil Engineers
titleMenu of Coupled Velocity and Sediment‐Discharge Relations for Rivers
typeJournal Paper
journal volume116
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1990)116:8(978)
treeJournal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 008
contenttypeFulltext


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