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    Mobile Riverbed Scour Downstream of a Piano Key Weir 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Stefan Jüstrich; Michael Pfister; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
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    Physically Based Model for Evaluation of Rock Scour due to High-Velocity Jet Impact 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Erik F. R. Bollaert; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
    Abstract: Scour of rock may occur downstream of dam spillways, as a result of the impact of high-velocity jets. The phenomenon is traditionally assessed by means of (semi-) empirical methods. These partially neglect basic physical ...
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    Control of Turbidity Currents in Reservoirs by Solid and Permeable Obstacles 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 006
    Author(s): Christoph D. Oehy; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
    Abstract: Turbidity currents are often the main process for the transport and deposition of the sediments in narrow, alpine reservoirs. These underwater avalanches with high concentration of suspended sediments follow the thalweg ...
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    Discussion of “Modeling Two-Dimensional Erosion Process over Infiltrating Surfaces” by Gokmen Tayfur 

    Source: Journal of Hydrologic Engineering:;2003:;Volume ( 008 ):;issue: 001
    Author(s): Niki Beyer Portner; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
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    Closure to “Debris-Blocking Sensitivity of Piano Key Weirs under Reservoir-Type Approach Flow” by Michael Pfister, Damiano Capobianco, Blake Tullis, and Anton J. Schleiss 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 010
    Author(s): Michael Pfister; Blake Tullis; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
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    Effect of 30-Degree Sloping Smooth and Stepped Chute Approach Flow on the Performance of a Classical Stilling Basin 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 002:;page 04020097
    Author(s): Ivan Stojnic; Michael Pfister; Jorge Matos; Anton J. Schleiss
    Publisher: ASCE
    Abstract: Advances in dam construction techniques have significantly increased the number of stepped spillways implemented worldwide. Although stepped chutes provide enhanced energy dissipation along the chute, as compared to smooth ...
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    Circulation in Stratified Lakes due to Flood-Induced Turbidity Currents 

    Source: Journal of Environmental Engineering:;2006:;Volume ( 132 ):;issue: 011
    Author(s): Giovanni De Cesare; Jean-Louis Boillat; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
    Abstract: The river inflow in a natural lake with important suspended sediment load during floods, can impact water quality by mobilizing dissolved matters like phosphorous from deep to surface waters. Generally due to thermal ...
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    Discussion of “Two-Phase Flow Characteristics of Stepped Spillways” by Robert M. Boes and Willi H. Hager 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 005
    Author(s): Stéphanie André; Jean-Louis Boillat; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
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    Discussion of “Effect of Jet Air Content on Plunge Pool Scour” by Stefano Canepa and Willi H. Hager 

    Source: Journal of Hydraulic Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): Pedro A. Manso; Virgilio Fiorotto; Erik Bollaert; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
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    Debris-Blocking Sensitivity of Piano Key Weirs under Reservoir-Type Approach Flow 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 011
    Author(s): Michael Pfister; Damiano Capobianco; Blake Tullis; Anton J. Schleiss
    Publisher: American Society of Civil Engineers
    Abstract: The collection of floating woody debris at flow control structures, such as spillways and weirs, can potentially result in reduced discharge efficiency (higher upstream head for a given weir discharge). Compared to less ...
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