Hydraulic model investigations for Barkley Dam were concerned with orientation of lock, spillway, and powerhouse structures; determination of feasibility of discharging lock culverts into spillway stilling basin; development of optimum designs for laterally sloping stilling basin, training walls and lock culvert discharge manifolds; and verification of hydraulic loads on lock emergency gate; 1 to 120-scale comprehensive model, 1 to 36-scale section model, and 1 to 25-scale model of lock emergency gate were used in study.


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    Titel :

    Tests of structure orientation spillway, and lock emergency gate, Barkley lock and dam, Cumberland river, Kentucky


    Weitere Titelangaben:

    U S Waterways Experiment Station -- Tech Report


    Beteiligte:
    Murphy, T.E. (Autor:in) / Cummins, Jr., R.S. (Autor:in)


    Erscheinungsdatum :

    1965


    Format / Umfang :

    97 pages


    Medientyp :

    Report


    Format :

    Print


    Sprache :

    Englisch


    Schlagwörter :


    Barkley Lock Prototype Tests, Cumberland River, Kentucky

    Neilson, Frank Murray / United States. Army. Corps of Engineers. Nashville District. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1975

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    Barkley Dam Spillway Tainter Gate and Emergency Bulkheads, Cumberland River, Kentucky: Hydraulic Model Investigation

    Hite, John E. Jr. / Pickering, Glenn A. Jr. / United States. Army. Corps of Engineers. Nashville District. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1983

    Freier Zugriff

    Prototype Gate Vibration Tests, Barkley Dam, Cumberland River, Kentucky

    Hart, Ellis Dale / Hite, John E. Jr. / United States. Army. Corps of Engineers. Nashville District. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1979

    Freier Zugriff