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    Riprap Failure at Circular Bridge Piers 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 004
    Author(s): Jens Unger; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Riprap of bridge piers is placed to prevent scour and to secure the pier from failure. Riprap is therefore an addition to a pier to increase its performance against scour. The present research intends to present three basic ...
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    Bridge Pier Scour under Flood Waves 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Willi H. Hager; Jens Unger
    Publisher: American Society of Civil Engineers
    Abstract: The effect of a single-peaked flood wave on pier scour is investigated both theoretically and experimentally. The conditions considered involve clear-water scour of a cohesionless material of given median sediment size and ...
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    Discussion of “Design Method of Time-Dependent Local Scour at Circular Bridge Pier” by Md. Faruque Mia and Hiroshi Nago 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Giuseppe Oliveto; Jens Unger; Willi H. Hager
    Publisher: American Society of Civil Engineers
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    Temporal Evolution of Plunge Pool Scour 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 011
    Author(s): Stefano Pagliara; Willi H. Hager; Jens Unger
    Publisher: American Society of Civil Engineers
    Abstract: The temporal development of plunge pool scour was investigated using a novel experimental approach. Longitudinal profiles along the scour hole were recorded with an optical method to allow its definition at any time, from ...
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    Tsunami Run-up—A Hydraulic Perspective 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 009
    Author(s): Valentin Heller; Jens Unger; Willi Hager
    Publisher: American Society of Civil Engineers
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