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    Discussion of “<i>Small Stream Channel Dam Aeration Characteristics</i>” by Thomas A. Butts and Ralph L. Evans (June, 1983) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): T. P. Halappa Gowda
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Transverse Mixing in Wide and Shallow River: Case Study</i>” by Alexander C. Demetracopoulos and Heinz G. Stefan (June, 1983) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 002
    Author(s): T. P. Halappa Gowda
    Publisher: American Society of Civil Engineers
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    Critical Point Method for Mixing Zones in Rivers 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): T. P. Halappa Gowda
    Publisher: American Society of Civil Engineers
    Abstract: Expressions for the coordinates of a critical point, occurring along a given lateral boundary of a limited use zone within a mixing zone below a bank outfall in a river channel, are developed. A family of curves is developed ...
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    Water Quality Prediction in Mixing Zones of Rivers 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): T. P. Halappa Gowda
    Publisher: American Society of Civil Engineers
    Abstract: Steady state models based on the stream tube concept are presented to predict far‐field concentration distributions of pollutants in mixing zones of rivers. Analytical solutions for pipe and diffuser outfall sources, ...
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    Volatilization Rates of Organic Chemicals of Public Health Concern 

    Source: Journal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): T. P. Halappa Gowda; John D. Lock
    Publisher: American Society of Civil Engineers
    Abstract: Liquid film coefficients of ethylene gas,
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    Electrochemical Pretreatment of Wastewater from Color Photograph Processing Unit 

    Source: Journal of Environmental Engineering:;2003:;Volume ( 129 ):;issue: 011
    Author(s): Rajesh S. Bejankiwar; K. S. Lokesh; T. P. Halappa Gowda
    Publisher: American Society of Civil Engineers
    Abstract: Wastewater emanating from color photograph processing units is usually in small quantities (5–20 L per day) and contains high concentrations of recalcitrant organic compounds. Disposal of such highly recalcitrant wastewater ...
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