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    Low-Velocity Zone in Smooth Pipe Culvert with and without Streamwise Rib for Fish Passage 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 009
    Author(s): Hubert Chanson
    Publisher: ASCE
    Abstract: Unimpeded waterway connectivity is a requirement for all freshwater fish. While box culverts are considered the most effective design in terms of upstream fish passage, circular culverts are very common. Detailed hydrodynamic ...
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    Stepped Spillway Prototype Operation and Air Entrainment: Toward a Better Understanding of the Mechanisms Leading to Air Entrainment in Skimming Flows 

    Source: Journal of Hydraulic Engineering:;2022:;Volume ( 148 ):;issue: 011:;page 05022004
    Author(s): Hubert Chanson
    Publisher: ASCE
    Abstract: A spillway is a conveyance structure designed to pass flood waters. The construction of steps down the steep chute may contribute to some energy dissipation, in turn reducing the size of the downstream energy dissipator. ...
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    Digital Publishing, Indexing, and Ethics: Implications in Civil and Hydraulic Engineering and Research 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2009:;Volume ( 135 ):;issue: 004
    Author(s): Hubert Chanson
    Publisher: American Society of Civil Engineers
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    Study of Air Demand on Spillway Aerator 

    Source: Journal of Fluids Engineering:;1990:;volume( 112 ):;issue: 003:;page 343
    Author(s): Hubert Chanson
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Hydraulic Performances of Minimum Energy Loss Culverts in Australia 

    Source: Journal of Performance of Constructed Facilities:;2007:;Volume ( 021 ):;issue: 004
    Author(s): Hubert Chanson
    Publisher: American Society of Civil Engineers
    Abstract: Culverts are among the most common hydraulic structures. Modern designs do not differ from ancient structures and are often characterized by significant afflux at the design flows. A significant advance was the development ...
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    Discussion of “Transcritical Flow due to Channel Contraction” by O. Castro-Orgaz, J. V. Giraldez, and J. L. Ayuso 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Hubert Chanson
    Publisher: American Society of Civil Engineers
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    Discussion of “Auguste Graeff: Dam Designer and Hydraulic Engineer” by Willi H. Hager and Corrado Gisonni 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 009
    Author(s): Hubert Chanson
    Publisher: American Society of Civil Engineers
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    Development of the Bélanger Equation and Backwater Equation by Jean-Baptiste Bélanger (1828) 

    Source: Journal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 003
    Author(s): Hubert Chanson
    Publisher: American Society of Civil Engineers
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    Discussion of “Inception Point Relationship for Flat-Sloped Stepped Spillways” by Sherry L. Hunt and Kem C. Kadavy 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 011
    Author(s): Hubert Chanson
    Publisher: American Society of Civil Engineers
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    Undular Tidal Bores: Basic Theory and Free-Surface Characteristics 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Hubert Chanson
    Publisher: American Society of Civil Engineers
    Abstract: The present study examines the free-surface properties of undular tidal bores observed for
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