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    Closure to “<i>Particle Concentration Predictions in Settling Basins</i>” by David R. Schamber and Bruce E. Larock (June, 1983) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): David R. Schamber; Bruce E. Larock
    Publisher: American Society of Civil Engineers
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    Modeling Sediment‐Induced Density Currents in Sedimentation Basins 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Bruce A. DeVantier; Bruce E. Larock
    Publisher: American Society of Civil Engineers
    Abstract: Sediment‐driven density currents exist in most secondary sedimentation basins and cause the usual hydrodynamic flow pattern in these basins to deviate substantially from uniformity. The mathematical model introduced here ...
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    Sediment Transport in Stratified Turbulent Flow 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): Bruce A. DeVantier; Bruce E. Larock
    Publisher: American Society of Civil Engineers
    Abstract: A mathematical model of sediment laden, density affected turbulent flows is presented. The finite element technique is used in conjunction with the Newton iterative method to solve the resulting partial differential ...
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    Closure to “<i>Modeling Sediment‐Induced Density Currents in Sedimentation Basins</i>” by Bruce A. De Vantier and Bruce E. Larock (January, 1987, Vol. 113, No. 1) 

    Source: Journal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
    Author(s): Bruce A. DeVantler; Bruce E. Larock
    Publisher: American Society of Civil Engineers
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    Three‐Dimensional Model of a Skimming Well 

    Source: Journal of Irrigation and Drainage Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Bashir A. Chandio; Bruce E. Larock
    Publisher: American Society of Civil Engineers
    Abstract: A skimming well is a partially penetrating well in a thin unconfined layer of fresh water which overlies saline water in an aquifer. A three‐dimensional, unconfined, transient miscible flow model of skimming well operation, ...
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    Particle Concentration Predictions in Settling Basins 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): David R. Schamber; Bruce E. Larock
    Publisher: American Society of Civil Engineers
    Abstract: The equation governing the concentration field for a dilute suspension of particles is presented for flow in circular and rectangular primary settling basins. The formulation is valid for two‐dimensional, mean steady, ...
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    Subdivision Froude Number 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 007
    Author(s): David H. Schoellhamer; John C. Peters; Bruce E. Larock
    Publisher: American Society of Civil Engineers
    Abstract: A Froude number that is applicable to subdivisions of a cross section is developed assuming one-dimensional flow. The subdivision Froude number is shown to determine accurately the flow regime in subdivisions of a cross ...
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    Flow Transitions in Bridge Backwater Analysis 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): John Hunt; Gary W. Brunner; Bruce E. Larock
    Publisher: American Society of Civil Engineers
    Abstract: In the steady flow computation of water surface profiles with one-dimensional models, bridges across floodplains require special attention. Accurate prediction of energy losses in the reaches upstream and downstream of the ...
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    Discussion and Closure: Flow through Slit in Dam 

    Source: Journal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Bruce E. Larock; Yakun Guo; Xianyun Wen; Chigong Wu
    Publisher: American Society of Civil Engineers
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