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    Behavior of Submerged Ogee Crest Weir Discharge Coefficients 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 010
    Author(s): B. P. Tullis
    Publisher: American Society of Civil Engineers
    Abstract: Weir head-discharge relationships are typically described using the discharge coefficient-dependent standard weir equation. The submerged weir (tailwater exceeds the weir crest elevation) head-discharge relationship can ...
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    Recommendations for Teaching a Successful Design-Based Course: Hydraulic Structure Design 

    Source: Journal of Hydraulic Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): B. P. Tullis; S. L. Barfuss
    Publisher: ASCE
    Abstract: Design-based courses often have more latitude with respect to implementing interesting and unique teaching styles and curricula; they can also provide opportunities for broader-context problem solving, thereby improving ...
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    Performance of Submerged Ogee-Crest Weir Head-Discharge Relationships 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 004
    Author(s): B. P. Tullis; J. Neilson
    Publisher: American Society of Civil Engineers
    Abstract: Submergence is defined as the ratio of the tailwater to the headwater, both measured relative to the weir crest. The performance of published submerged ogee-crest head-discharge relationships was investigated in this study. ...
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    Determining Air Demand for Small- to Medium-Sized Embankment Dam Low-Level Outlet Works 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 012
    Author(s): B. P. Tullis; J. Larchar
    Publisher: American Society of Civil Engineers
    Abstract: Air vents in low-level outlet works are installed downstream of control gates or valves to mitigate subatmospheric pressures locally and reduce the potential for damaging cavitation. Published air-vent-sizing methods, which ...
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    Piano Key Weir Submergence in Channel Applications 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): M. R. Dabling; B. P. Tullis
    Publisher: American Society of Civil Engineers
    Abstract: Weir submergence can influence head-discharge relationships for weirs used in channel applications when high tailwater conditions exist owing to a downstream control. Weir submergence describes a condition in which the ...
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    Laboratory Study of Fish Passage and Discharge Capacity in Slip-Lined, Baffled Culverts 

    Source: Journal of Hydraulic Engineering:;2013:;Volume ( 139 ):;issue: 004
    Author(s): A. H. Olsen; B. P. Tullis
    Publisher: American Society of Civil Engineers
    Abstract: Culvert rehabilitation is a cost-effective alternative to culvert replacement for many applications where the culvert has reached the end of its useful life. When a profile-walled existing (host) culvert is relined with a ...
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    Fish Passage Behavior for Severe Hydraulic Conditions in Baffled Culverts 

    Source: Journal of Hydraulic Engineering:;2014:;Volume ( 140 ):;issue: 003
    Author(s): M. A. Khodier; B. P. Tullis
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests were conducted with brown trout to evaluate their ability to pass through a small, baffled prototype-scale culvert under a variety of culvert slopes and discharge conditions. The culvert was 18.3 m long ...
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    Comparison of Piano Key and Rectangular Labyrinth Weir Hydraulics 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): R. M. Anderson; B. P. Tullis
    Publisher: American Society of Civil Engineers
    Abstract: The piano key or PK weir represents a relatively new hydraulic structure in both research and practice. There is currently a limited understanding regarding the influence of the large number of PK weir geometric parameters ...
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    Arced Labyrinth Weirs 

    Source: Journal of Hydraulic Engineering:;2012:;Volume ( 138 ):;issue: 006
    Author(s): B. M. Crookston; B. P. Tullis
    Publisher: American Society of Civil Engineers
    Abstract: The discharge capacity and hydraulic efficiency of a labyrinth weir can be increased with an Arced cycle configuration. An Arced geometric layout for labyrinth weirs is presented, including nomenclature for arc-specific ...
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    Slip-Lined Culvert Inlet End Treatment Hydraulics 

    Source: Journal of Irrigation and Drainage Engineering:;2010:;Volume ( 136 ):;issue: 001
    Author(s): B. P. Tullis; D. S. Anderson
    Publisher: American Society of Civil Engineers
    Abstract: Relined culverts must be able to pass the design flood while meeting the necessary embankment freeboard condition. For inlet and outlet control culvert flow conditions, the discharge capacity of a slip-lined culvert is ...
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