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    Supercritical Flow behind Chute Piers 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 011
    Author(s): Roger Reinauer; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: The present paper provides an experimental study of standing waves generated by piers in chute spillways. The wave pattern is described with the coordinates at the wave beginning, at the section of maximum wave height, and ...
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    Supercritical Bend Flow 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 003
    Author(s): Roger Reinauer; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Supercritical flow in chute bends is considered both theoretically and experimentally. The conventional approach is found to apply to small relative curvature only. The knowledge is extended to large bend numbers, and a ...
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    Supercritical Flow in Chute Contraction 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Roger Reinauer; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Contractions with supercritical flow generate shockwaves requiring significantly larger wall heights than predicted by one-dimensional flow equations. Three distinct waves in a straight-walled contraction may be identified: ...
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    Discussions and Closure: Characteristics of Undular Hydraulic Jumps: Experimental Apparatus and Flow Patterns 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 002
    Author(s): Iwao Ohtsu; Youichi Yasuda; Hiroshi Gotoh; Willi H. Hager; Roger Reinauer; H. Chanson; J. S. Montes
    Publisher: American Society of Civil Engineers
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