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    Discussion of “<i>Initial Dilution of Horizontal Jet in Crossflow</i>” by Joseph H. W. Lee and Peter Neville‐Jones (May, 1987, Vol. 113, No. 5) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): James J. Sharp
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Heated Discharge in an Estuary: Case Study</i>” by James B. Nystrom, George E. Hecker and Han C. Moy (November, 1981) 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author(s): James J. Sharp
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Influence of Surface Waves on Outfall Dilution</i>” by David A. Chin (August, 1987, Vol. 113, No. 8) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 005
    Author(s): James J. Sharp
    Publisher: American Society of Civil Engineers
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    Field Tests on Small Marine Outfall 

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): James J. Sharp
    Publisher: American Society of Civil Engineers
    Abstract: Field tests were performed on a small marine outfall discharging domestic wastes. Dye was injected into the effluent flow entering the pump house and samples were taken in the sump and offshore in the sewage boil. Dilutions ...
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    Scaling the Weight of Breakwater Armor Units 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003
    Author(s): James J. Sharp
    Publisher: American Society of Civil Engineers
    Abstract: The use of the stability parameter for calculating the weights of armor units in models of rubble mound breakwaters is shown to have little justification. An alternative scaling method based on similarity criteria is ...
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    Critical Submergence in Two‐Layer Stratified Flow 

    Source: Journal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author(s): James J. Sharp; T. M. Parchure
    Publisher: American Society of Civil Engineers
    Abstract: Experiments are conducted on circular, vertical intakes drawing from two-layer stratified sources. Arguments are presented to suggest that current definitions of critical drawdown, as the condition under which the upper ...
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    Selective Withdrawal Using Circular, Partly Submerged Intake Structures 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): James J. Sharp; T. M. Parchure
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study of selective withdrawal using intakes in partially submerged structures is described. This study examines circular intake structures located in two layer‐stratified bodies of still water. Results are ...
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    Numerical Model for Sea Outfall Hydraulics 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 002
    Author(s): Zhen-Ren Guo; James J. Sharp
    Publisher: American Society of Civil Engineers
    Abstract: A one-dimensional numerical model describing the internal hydraulics of tunneled sea outfalls is reported. It includes some local two-dimensional techniques to take the effects of buoyancy and stratified flow into account ...
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    Closure to “<i>Selective Withdrawal Using Circular, Partly Submerged Intake Structures</i>” by James J. Sharp and T. M. Parachure (May, 1993, Vol. 119, No. 5) 

    Source: Journal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 009
    Author(s): James J. Sharp; T. M. Parchure
    Publisher: American Society of Civil Engineers
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    Characteristics of Radial Jets and Mixing under Buoyant Conditions 

    Source: Journal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 009
    Author(s): Zhen-Ren Guo; James J. Sharp
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports on measurements of radial jets using a laser-doppler anemometer and compares the mixing efficiency of a single radial jet with that of a single round jet under buoyant conditions based on experimental ...
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