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    Simulation of Missouri River Bed Degradation

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author:
    Forrest M. Holly, Jr.
    ,
    M. Fazle Karim
    DOI: 10.1061/(ASCE)0733-9429(1986)112:6(497)
    Publisher: American Society of Civil Engineers
    Abstract: The future course of bed degradation in the middle Missouri River has been predicted using numerical simulation techniques. The simulation required development of the new Total Load Transport Model (TLTM), which incorporates the interdependence of friction factor and sediment transport through data‐based empirical relations. TLTM was implemented in a mathematical simulation model called IALLUVIAL, which computes quasi‐steady water and sediment flow in natural rivers having nonuniform bed sediments. IALLUVIAL also incorporates bed‐sediment sorting and armoring, which are processes of fundamental importance to the future course of Missouri River degradation. IALLUVIAL was first validated through simulation of the 1960–1980 severe degradation in the Missouri River between Sioux City, Iowa and Omaha, Nebraska. Subsequently IALLUVIAL was used to predict 1980–2000 degradation for several river‐management scenarios. The simulations suggest that the worst of the degradation is now over, and that it is the channelization, rather than upstream regulation, which is primarily responsible for the degradation. A companion paper describes the details of IALLUVIAL's armoring and sorting simulation procedures.
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      Simulation of Missouri River Bed Degradation

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    contributor authorForrest M. Holly, Jr.
    contributor authorM. Fazle Karim
    date accessioned2017-05-08T20:39:35Z
    date available2017-05-08T20:39:35Z
    date copyrightJune 1986
    date issued1986
    identifier other%28asce%290733-9429%281986%29112%3A6%28497%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22648
    description abstractThe future course of bed degradation in the middle Missouri River has been predicted using numerical simulation techniques. The simulation required development of the new Total Load Transport Model (TLTM), which incorporates the interdependence of friction factor and sediment transport through data‐based empirical relations. TLTM was implemented in a mathematical simulation model called IALLUVIAL, which computes quasi‐steady water and sediment flow in natural rivers having nonuniform bed sediments. IALLUVIAL also incorporates bed‐sediment sorting and armoring, which are processes of fundamental importance to the future course of Missouri River degradation. IALLUVIAL was first validated through simulation of the 1960–1980 severe degradation in the Missouri River between Sioux City, Iowa and Omaha, Nebraska. Subsequently IALLUVIAL was used to predict 1980–2000 degradation for several river‐management scenarios. The simulations suggest that the worst of the degradation is now over, and that it is the channelization, rather than upstream regulation, which is primarily responsible for the degradation. A companion paper describes the details of IALLUVIAL's armoring and sorting simulation procedures.
    publisherAmerican Society of Civil Engineers
    titleSimulation of Missouri River Bed Degradation
    typeJournal Paper
    journal volume112
    journal issue6
    journal titleJournal of Hydraulic Engineering
    identifier doi10.1061/(ASCE)0733-9429(1986)112:6(497)
    treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 006
    contenttypeFulltext
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