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    Erratum for “Head-Discharge Relationships for Submerged Labyrinth Weirs” by B. Tullis, J. C. Young, and M. A. Chandler 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Blake P. Tullis
    Publisher: American Society of Civil Engineers
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    Real-World Projects Reinforce Fundamentals in the Classroom 

    Source: Journal of Hydraulic Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Blake P. Tullis; J. Paul Tullis
    Publisher: American Society of Civil Engineers
    Abstract: In academia, achieving a balance between teaching fundamental principles and the application of those principles continues to be a challenge. One of the purposes of education is to teach fundamental principles and the ...
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    Hydraulics of Multibarrel Culverts under Inlet Control 

    Source: Journal of Irrigation and Drainage Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): Gary M. Haderlie; Blake P. Tullis
    Publisher: American Society of Civil Engineers
    Abstract: The hydraulic characteristics of multi- and single-barrel circular culverts were compared in this study. One-, two-, and three-barrel culverts configurations, operating under inlet control, were tested in the laboratory ...
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    Recalibration of Parshall Flumes at Low Discharges 

    Source: Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Steven J. Wright; Blake P. Tullis; Tamara M. Long
    Publisher: American Society of Civil Engineers
    Abstract: An inspection of the original study that developed the rating equations for Parshall flumes indicates that the calibration tests were not conducted for discharges as low as is currently recommended for the flumes' use. A ...
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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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    Reynolds-Averaged Navier-Stokes Modeling of Submerged Ogee Weirs 

    Source: Journal of Irrigation and Drainage Engineering:;2018:;Volume ( 144 ):;issue: 001
    Author(s): Øyvind Pedersen; Gábor Fleit; Elena Pummer; Blake P. Tullis; Nils Rüther
    Publisher: American Society of Civil Engineers
    Abstract: The present study documents the successful application of a Reynolds-averaged Navier-Stokes model with conventional turbulence closure to calculate discharge coefficients for submerged flow conditions at ogee-type weirs. ...
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