Movable-bed, distorted scale model of typical 5-mi reach of Arkansas River was used to study problems involved in location, design, and operation of lock and dam on river bend; test results indicate that lock and dam should be placed as far downstream of point of convex bar as possible, that ports will be required in upper guard wall of lock to reduce intensity of crosscurrents, that shoaling could be reduced by wing wall at end of lower guard wall, and that there is no appreciable difference between stepped and level-sill dam insofar as movement of sediment is concerned.


    Zugriff

    Zugriff über TIB

    Verfügbarkeit in meiner Bibliothek prüfen


    Exportieren, teilen und zitieren



    Titel :

    Navigation and sedimentation conditions at typical lock and dam Arkansas river, Arkansas and Oklahoma


    Weitere Titelangaben:

    U S Waterways Experiment Station -- Tech Report



    Erscheinungsdatum :

    1963


    Format / Umfang :

    51 pages


    Medientyp :

    Report


    Format :

    Print


    Sprache :

    Englisch


    Schlagwörter :


    Navigation Conditions at Lock and Dam No. 3, Arkansas River, Arkansas and Oklahoma: Hydraulic Model Investigation

    Franco, John J. / McKellar, Cody D. / United States. Army. Corps of Engineers. San Francisco District. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1968

    Freier Zugriff

    Intake studies, Dardanelle Lock, Arkansas River, Arkansas

    Ables, Jr., J.H. | Engineering Index Backfile | 1961



    Navigation conditions at Robert S.Kerr Lock and dam Arkansas river

    Franco, J.J. / Glover, J.E. | Engineering Index Backfile | 1968


    Navigation conditions at Lock and dam no. 4, Arkansas river

    Franco, J.J. / McKellar, Jr., C.D. | Engineering Index Backfile | 1966