A 1 to 120-scale, fixed-bed model, reproducing approximately 3.3 mi of Arkansas River, was used to determine flood stages at dam, navigation conditions in lock approaches, and tendencies for sediment deposition in lower lock approach, and to develop modifications required to provide satisfactory navigation conditions; investigation has resulted in development of modifications in original design required to produce satisfactory navigation conditions in approaches to lock. (03946)


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    Title :

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


    Additional title:

    U S Waterways Exp Sta -- Tech Rep


    Contributors:
    Franco, J.J. (author) / Glover, J.E. (author)


    Publication date :

    1968


    Size :

    47 pages


    Type of media :

    Report


    Type of material :

    Print


    Language :

    English


    Keywords :


    Navigation Conditions at Robert S. Kerr Lock and Dam, Arkansas River: Hydraulic Model Investigation

    Franco, John J. / Glover, James E. / United States. Army. Corps of Engineers. San Francisco District. | HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1968

    Free access


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

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


    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 – Federal Waterways Engineering and Research Institute (BAW) | 1968

    Free access