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    Calculating Stream Reaeration Coefficients from Oxygen Profiles 

    Source: Journal of Environmental Engineering:;2002:;Volume ( 128 ):;issue: 004
    Author(s): Graham B. McBride
    Publisher: American Society of Civil Engineers
    Abstract: The stream reaeration coefficient inferred from a single-station diurnal oxygen curve analysis is a function only of the photoperiod duration and of the time lag between solar noon and oxygen maximum—it is independent of ...
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    Discussion of “<i>Numerical Alternatives in Transient Stream Response</i>” by Rodney J. Sobey (June, 1984) 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 008
    Author(s): Graham B. McBride
    Publisher: American Society of Civil Engineers
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    Rapid Calculation of Oxygen in Streams: Approximate Delta Method 

    Source: Journal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): Graham B. McBride; Steven C. Chapra
    Publisher: American Society of Civil Engineers
    Abstract: The “approximate delta method” is a simple procedure for simultaneous calculation of the stream reaeration coefficient, primary production rate, and respiration rate from a single-station stream diurnal profile of dissolved ...
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    Discussion of “<i>Influence of Temperature on Oxygen Transfer</i>” by Allen C. Chao, David S. Chang, Charles Smallwood, Jr., and William S. Galler (August, 1987, Vol. 113, No. 4) 

    Source: Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): Robert J. Wilcock; Graham B. McBride
    Publisher: American Society of Civil Engineers
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    Accurate Modeling of River Pollutant Transport 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): Graham B. McBride; J. Christopher Rutherford
    Publisher: American Society of Civil Engineers
    Abstract: A simple, accurate, Lagrangian numerical scheme is developed for modeling the advection and dispersion of a nonconservative pollutant in one‐dimensional, nonuniform river flow. The scheme is free from the common propensity ...
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