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    Self-Cleaning Ability of the Piano Key Weir with Driftwood Blockages 

    Source: Journal of Hydraulic Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024022-1
    Author(s): Manisha Panthi; Brian M. Crookston
    Publisher: American Society of Civil Engineers
    Abstract: The piano key weir has been successfully used to address discharge deficiencies and site limitations for run-of-river structures and new and existing spillways, serving as an economical alternative to traditional weirs. ...
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    Physical and Numerical Modeling of Large Headwater Ratios for a 15° Labyrinth Spillway 

    Source: Journal of Hydraulic Engineering:;2016:;Volume ( 142 ):;issue: 011
    Author(s): Bruce M. Savage; Brian M. Crookston; Greg S. Paxson
    Publisher: American Society of Civil Engineers
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    Geometric Effects on Discharge Relationships for Labyrinth Weirs 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 010
    Author(s): Blake P. Tullis; Brian M. Crookston; Jillian Brislin; Tyler Seamons
    Publisher: ASCE
    Abstract: Published labyrinth weir design methods, along with specific site constraints, are typically used to develop an appropriate labyrinth weir geometry (footprint, weir height, wall thickness, apex dimensions, sidewall length, ...
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    Closure to “Physical and Numerical Modeling of Large Headwater Ratios for a 15° Labyrinth Spillway” by Bruce M. Savage, Brian M. Crookston, and Greg S. Paxson 

    Source: Journal of Hydraulic Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Brian M. Crookston; Greg S. Paxson; Bruce M. Savage
    Publisher: American Society of Civil Engineers
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