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    Discussion of “Skimming, Nonaerated Flow on Stepped Spillways over Roller Compacted Concrete Dams” by Inês Meireles, Floriana Renna, Jorge Matos, and Fabián Bombardelli 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 010
    Author(s): Michael Pfister; Robert M. Boes
    Publisher: American Society of Civil Engineers
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    Stability of Unstructured Block Ramps 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 004
    Author(s): Volker Weitbrecht; Simona Tamagni; Robert M. Boes
    Publisher: American Society of Civil Engineers
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    Closure to “Hydraulic Design of Stepped Spillways” by Robert M. Boes and Willi H. Hager 

    Source: Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 006
    Author(s): Robert M. Boes; Willi H. Hager
    Publisher: American Society of Civil Engineers
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    Closure to “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): Robert M. Boes; Willi H. Hager
    Publisher: American Society of Civil Engineers
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    Two-Phase Flow Characteristics of Stepped Spillways 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): Robert M. Boes; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study on a large model flume with fiber-optical instrumentation indicated that minimum Reynolds and Weber numbers of about
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    Hydraulic Design of Stepped Spillways 

    Source: Journal of Hydraulic Engineering:;2003:;Volume ( 129 ):;issue: 009
    Author(s): Robert M. Boes; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study on a large model flume using fiber-optical instrumentation indicated that the onset of skimming flow is a function of critical depth, chute angle, and step height. Uniform mixture depths that determine ...
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    Turbulence Characteristics in Supercritical Open Channel Flows: Effects of Froude Number and Aspect Ratio 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 004
    Author(s): Christian Auel; Ismail Albayrak; Robert M. Boes
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of supercritical uniform and gradually varied open channel flows is presented for a wide range of Froude numbers and flume width-to-flow depth aspect ratios. The instantaneous streamwise and ...
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    Vortex-Induced Air Entrainment Rates at Intakes 

    Source: Journal of Hydraulic Engineering:;2015:;Volume ( 141 ):;issue: 011
    Author(s): Georg Möller; Martin Detert; Robert M. Boes
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents an intrinsic approach to estimate air entrainment rates due to intake vortices based on large-scale laboratory measurements. Quasi-continuous measurements of the amount of entrained air were conducted ...
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    Air Demand of Low-Level Outlets for Large Dams 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 008
    Author(s): Benjamin Hohermuth; Lukas Schmocker; Robert M. Boes
    Publisher: ASCE
    Abstract: Low-level outlets are key safety elements of reservoir dams, especially for structures with high heads. Their main purpose is the regulation and—if required—rapid drawdown of the reservoir water level in case of maintenance ...
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    Run-Up of Impulse Wave Trains on Steep to Vertical Slopes 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Maximilian B. A. Kastinger; Frederic M. Evers; Robert M. Boes
    Publisher: ASCE
    Abstract: Impulse wave trains are generated by subaerial landslides, rockfalls, or avalanches impacting a water body. Especially in engineered reservoirs, the run-up of waves with small relative heights is critical due to the small ...
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