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    Water and Sediment Routing Through Curved Channels

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author:
    Howard H. Chang
    DOI: 10.1061/(ASCE)0733-9429(1985)111:4(644)
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model for water and sediment routing through curved alluvial channels is developed and applied in a case study. This model, which is for alluvial streams with nonerodible banks, may be employed to simulate stream bed changes during a given flow, thereby providing the necessary information for the design of dikes, levees, or other bank protection. This model incorporates the major effects of transverse circulation, inherent in curved channels, on the flow and sediment processes. In the simulation of the evolution in stream bed profile, the effect of transverse flow is tied in with the aggradation and degradation development. River flow through curved channels is characterized by the changing curvature, to which variations of flow pattern and bed topography are closely related. Simulation of these changing features is based upon the fluid dynamics governing the growth and decay of transverse circulation along the channel.
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      Water and Sediment Routing Through Curved Channels

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    contributor authorHoward H. Chang
    date accessioned2017-05-08T20:39:15Z
    date available2017-05-08T20:39:15Z
    date copyrightApril 1985
    date issued1985
    identifier other%28asce%290733-9429%281985%29111%3A4%28644%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22481
    description abstractA mathematical model for water and sediment routing through curved alluvial channels is developed and applied in a case study. This model, which is for alluvial streams with nonerodible banks, may be employed to simulate stream bed changes during a given flow, thereby providing the necessary information for the design of dikes, levees, or other bank protection. This model incorporates the major effects of transverse circulation, inherent in curved channels, on the flow and sediment processes. In the simulation of the evolution in stream bed profile, the effect of transverse flow is tied in with the aggradation and degradation development. River flow through curved channels is characterized by the changing curvature, to which variations of flow pattern and bed topography are closely related. Simulation of these changing features is based upon the fluid dynamics governing the growth and decay of transverse circulation along the channel.
    publisherAmerican Society of Civil Engineers
    titleWater and Sediment Routing Through Curved Channels
    typeJournal Paper
    journal volume111
    journal issue4
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1985)111:4(644)
    treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 004
    contenttypeFulltext
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