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    Hydraulics of Embankment Weirs 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 009
    Author(s): Hermann M. Fritz; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Embankment weirs, often found in engineering applications with a side slope 1V:2H, are considered in this paper. For free overflow, the discharge coefficient is determined in terms of relative crest length for long ...
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    Depth Inversion in the Surf Zone with Inclusion of Wave Nonlinearity Using Video-Derived Celerity 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2011:;Volume ( 137 ):;issue: 002
    Author(s): Jeseon Yoo; Hermann M. Fritz; Kevin A. Haas; Paul A. Work; Christopher F. Barnes
    Publisher: American Society of Civil Engineers
    Abstract: A process is described for computation of bathymetry in and near the surf zone, from spatially varying celerity and breakpoint location data. The procedure involves the use of three submodels: (1) a wave shoaling model ...
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    Hurricane Katrina Storm Surge Reconnaissance 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 005
    Author(s): Hermann M. Fritz; Chris Blount; Robert Sokoloski; Justin Singleton; Andrew Fuggle; Brian G. McAdoo; Andrew Moore; Chad Grass; Banks Tate
    Publisher: American Society of Civil Engineers
    Abstract: Hurricane Katrina (August 23–30, 2005) was one of the costliest and deadliest hurricanes to ever strike the United States, impacting low-lying coastal plains particularly vulnerable to storm surge flooding. Maximum storm ...
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