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    Friction Factor of Armored River Beds 

    Source: Journal of Hydraulic Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Johannes Gessler
    Publisher: American Society of Civil Engineers
    Abstract: Friction factors of armored river beds at the discharge that forms the armor coat are investigated. The analysis shows that the friction factor is rather independent of grain‐size distribution of the material forming the ...
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    Ultimate Bed Slope in Calabrian Streams Upstream of Check Dams: Field Study 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): Paolo Porto; Johannes Gessler
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a number of proposed criteria are analyzed that predict the ultimate equilibrium bed slope in streams upstream of a check dam. The analysis is based on a comprehensive data set that includes 132 reaches in ...
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    Prediction of Discontinuity in Stage-Discharge Rating Curves 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 003
    Author(s): Daniel Gessler; Johannes Gessler; Chester C. Watson
    Publisher: American Society of Civil Engineers
    Abstract: Many investigators have observed that in mobile sand bed streams, there is a range of flows over which two subcritical depths of flow are possible. This phenomenon is typically attributed to a hysteresis effect in which ...
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    Battle of the Network Models: Epilogue 

    Source: Journal of Water Resources Planning and Management:;1987:;Volume ( 113 ):;issue: 002
    Author(s): Thomas M. Walski; E. Downey Brill, Jr.; Johannes Gessler; Ian C. Goulter; Roland M. Jeppson; Kevin Lansey; Han‐Lin Lee; Jon C. Liebman; Larry Mays; David R. Morgan; Lindell Ormsbee
    Publisher: American Society of Civil Engineers
    Abstract: Several models that can be used to optimally size water distribution pipes were applied to a hypothetical system. The results are summarized in this paper. The models produced solutions with costs that were within 10% of ...
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