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    Chute Aerators: Steep Deflectors and Cavity Subpressure 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): Michael Pfister
    Publisher: American Society of Civil Engineers
    Abstract: Chute aerators are applied to high-velocity spillways to entrain air into the flow so that cavitation damage is avoided. Air entrainment occurs locally at the aerator, whereas further downstream the flow is deaerated. This ...
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    Discussion of “Computing the Trajectory of Free Jets” by Tony L. Wahl, Kathleen H. Frizell, and Elisabeth A. Cohen 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 007
    Author(s): Valentin Heller; Michael Pfister
    Publisher: American Society of Civil Engineers
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    Junction Flow between Drop Shaft and Diversion Tunnel in Lyss, Switzerland 

    Source: Journal of Hydraulic Engineering:;2011:;Volume ( 137 ):;issue: 008
    Author(s): Michael Pfister; Esther Rühli
    Publisher: American Society of Civil Engineers
    Abstract: A diversion tunnel is planned for flood protection in the City of Lyss, Switzerland. This tunnel includes a junction, from which water from a side creek is added to the tunnel flow. The latter is sensitive to choking, so ...
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    Head Losses in Junction Manholes for Free Surface Flows in Circular Conduits 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Michael Pfister; Corrado Gisonni
    Publisher: American Society of Civil Engineers
    Abstract: Former studies on combining flows resulted in an efficient layout of sewer junctions operated under supercritical approach flow conditions. Straight extensions allowed a reduction in the shock wave heights generated by the ...
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    Reservoir Level Rise under Extreme Driftwood Blockage at Ogee Crest 

    Source: Journal of Hydraulic Engineering:;2021:;Volume ( 147 ):;issue: 001:;page 04020086
    Author(s): Loïc Bénet; Giovanni De Cesare; Michael Pfister
    Publisher: ASCE
    Abstract: Dams are civil structures essential to modern civilization. However, they can be a threat if not properly designed and operated. A particular risk that potentially can lead to dam failure is the blocking of the spillway ...
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    Hydraulic Capacity of Bend Manholes for Supercritical Flow 

    Source: Journal of Irrigation and Drainage Engineering:;2023:;Volume ( 149 ):;issue: 002:;page 04022048-1
    Author(s): Gaetano Crispino; David Dorthe; Corrado Gisonni; Michael Pfister
    Publisher: American Society of Civil Engineers
    Abstract: Sewer bend manholes are frequent elements of urban drainage systems. Any deviation of straight-lined supercritical flow, as within the manhole, generates shock waves, possibly impinging at the manhole end or imposing a ...
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    Closure to “Chute Aerators. II: Hydraulic Design” by Michael Pfister and Willi H. Hager 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): Michael Pfister; Willi H. Hager
    Publisher: American Society of Civil Engineers
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    Closure to “Chute Aerators. I: Air Transport Characteristics” by Michael Pfister and Willi H. Hager 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): Michael Pfister; Willi H. Hager
    Publisher: American Society of Civil Engineers
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    Chute Aerators. II: Hydraulic Design 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Michael Pfister; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Chute aerators are applied if cavitation damage on spillways is expected or observed. The aerator efficiency is usually described with the ratio of the air discharge entrained through the air supply ducts and the water ...
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    Chute Aerators. I: Air Transport Characteristics 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 006
    Author(s): Michael Pfister; Willi H. Hager
    Publisher: American Society of Civil Engineers
    Abstract: Chutes with flow velocities in excess of some 20 to 30 m/s are usually prone to cavitation damage. Therefore, these flows are aerated using chute aerators. The current literature describes the aerator efficiency mainly in ...
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