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    Menu of Coupled Velocity and Sediment‐Discharge Relations for Rivers

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 008
    Author:
    M. Fazle Karim
    ,
    John F. Kennedy
    DOI: 10.1061/(ASCE)0733-9429(1990)116:8(978)
    Publisher: American Society of Civil Engineers
    Abstract: Nonlinear 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.
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      Menu of Coupled Velocity and Sediment‐Discharge Relations for Rivers

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    http://yetl.yabesh.ir/yetl1/handle/yetl/23368
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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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