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    Modified Venturi Channel 

    Source: Journal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): W. H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Flumes having a local diminution of channel width are widely used as discharge measurement structures. The present investigation considers the modified version of a cylinder positioned axially in a nearly horizontal, ...
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    Flood Storage in Reservoirs 

    Source: Journal of Irrigation and Drainage Engineering:;1985:;Volume ( 111 ):;issue: 001
    Author(s): W. H. Hager; R. Sinniger
    Publisher: American Society of Civil Engineers
    Abstract: Flood storage in reservoirs controlled by free‐overflowing, rectangular spillways is investigated by accounting for arbitrary reservoir bathymetry and single‐peaked inflow hydrographs. The general solution of the storage ...
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    Closure to “Generalized Approach for Clear-Water Scour at Bridge Foundation Elements” by U. C. Kothyari, W. H. Hager, and G. Oliveto 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Umesh Chandra Kothyari; W. H. Hager; G. Oliveto
    Publisher: American Society of Civil Engineers
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    Hydraulics of Circular Drop Manholes 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author(s): F. Granata; G. de Marinis; R. Gargano; W. H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Circular drop manholes are widely employed in steep urban drainage systems. Drop manholes may lead to poor hydraulic conditions if their energy dissipation is inadequate. The dominant hydraulic features of drop manholes ...
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    Discussion of “Hydraulic Characteristics of a Drop Square Manhole with a Downstream Control Gate” by Rita F. Carvalho and Jorge Leandro 

    Source: Journal of Irrigation and Drainage Engineering:;2013:;Volume ( 139 ):;issue: 007
    Author(s): F. Granata; G. de Marinis; R. Gargano; W. H. Hager
    Publisher: American Society of Civil Engineers
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    Near Field Characteristics of Landslide Generated Impulse Waves 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 006
    Author(s): H. M. Fritz; W. H. Hager; H.-E. Minor
    Publisher: American Society of Civil Engineers
    Abstract: Landslide generated impulse waves were investigated in a two-dimensional physical laboratory model based on the generalized Froude similarity. The recorded wave profiles were extremely unsteady and nonlinear. Four wave ...
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