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    Discussion of “<i>Separation of Hydraulic Flow Over Topography</i>” by Herbert E. Huppert and Rex E. Britter (December, 1982) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
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    Improved Discharge Configurations for Brine Effluents from Desalination Plants 

    Source: Journal of Hydraulic Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
    Abstract: Sea water desalination plants discharge a concentrated brine effluent into coastal waters. Modern, large capacity plants require submerged discharges, in the form of a negatively buoyant jet, that ensure a high dilution ...
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    Buoyant Surface Discharges into Water Bodies. II: Jet Integral Model 

    Source: Journal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 009
    Author(s): Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
    Abstract: The near-field region of a buoyant surface discharge into water bodies often displays significant jet-like motions in form of free jets, shoreline-attached jets, and wall jets, respectively, as classified by the CORMIX3 ...
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    Two‐Layer Model of Saline Wedge. I: Entrainment and Interfacial Friction 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Masamitsu Arita; Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
    Abstract: The arrested saline wedge geometry is characterized by two major internal demarcation lines, the density interface and the zero velocity line (ZVL). As a complement to earlier two‐layer model formulations that are based ...
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    Two‐Layer Model of Saline Wedge. II: Prediction of Mean Properties 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Masamitsu Arita; Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
    Abstract: The theoretical formulations developed in part 1 for entrainment at the zero velocity line (ZVL) and for interfacial friction of the density interface have been implemented in a two‐layer model of the arrested salt wedge. ...
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    Closure to “<i>Two‐Layer Model of Saline Wedge. I: Entrainment and Interfacial Friction</i>” by Masamitsu Arita and Gerhard H. Jirka (October, 1987, Vol. 113, No. 10) 

    Source: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006
    Author(s): Masamitsu Arita; Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
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    LIF Study of Plane Jet Bounded in Shallow Water Layer 

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): Daoyi Chen; Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
    Abstract: Rivers, estuaries, and coastal waters represent shallow water layers because the water depths are normally much smaller than the horizontal scales. Pollutant and waste heat disposal often takes the form of a plane jet ...
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    Discussion of “Sensitivity Analysis and Comparative Performance of Outfalls with Single Buoyant Plumes” by Maria A. Economopoulou, Alexia A. Economopoulou, and Alexander P. Economopoulos 

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author(s): Robert L. Doneker; Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
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    Wind and Stream Flow Induced Reaeration 

    Source: Journal of Environmental Engineering:;2003:;Volume ( 129 ):;issue: 012
    Author(s): Chia R. Chu; Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
    Abstract: Reaeration in combined wind/stream driven flows was experimentally studied in a laboratory wind-water tunnel. Wind velocities, stream flow properties, and oxygen transfer rates were measured under a variety of cocurrent ...
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    Experiments on Saline Wedge 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Frank E. Sargent; Gerhard H. Jirka
    Publisher: American Society of Civil Engineers
    Abstract: Detailed measurements on the internal flow structure of the arrested saline wedge over a horizontal bottom have been performed together with observations of its overall appearance. The experiments covered a channel Reynolds ...
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