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    Closure to “<i>Reliability of River‐Treatment Plant Systems</i>” by Robert M. Sykes (February, 1984) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Robert M. Sykes
    Publisher: American Society of Civil Engineers
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    Discussion of “Mechanism of Biological Treatment in Plug‐Flow or Batch Systems” by Hasan Ali San (July/August 1992, Vol. 118, No. 4) 

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Robert M. Sykes
    Publisher: American Society of Civil Engineers
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    Reliability of River‐Treatment Plant Systems 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Robert M. Sykes
    Publisher: American Society of Civil Engineers
    Abstract: The reliability of river‐treatment plant systems is determined by considering fluctuations in both the streamflow rate and waste loading rate. The method involves an application of the elementary theory of hydrologic ...
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    Closure to “<i>Hydraulic Regime and Activated Sludge Performance</i>” by Robert M. Sykes (April, 1982) 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Robert M. Sykes
    Publisher: American Society of Civil Engineers
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    Value of Monod's Affinity Constant in Activated Sludge 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 008
    Author(s): Robert M. Sykes
    Publisher: American Society of Civil Engineers
    Abstract: In mixed species, mixed substrate cultures represented by aggregate variables such as biochemical oxygen demand, chemical oxygen demand, or volatile suspended solids, the magnitude of Monod's affinity constant
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    Dynamic Advective Water Quality Model for Rivers 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Keith W. Bedford; Robert M. Sykes; Charles Libicki
    Publisher: American Society of Civil Engineers
    Abstract: A dynamic water quality model for storm induced flows in rivers is presented. The hydrodynamic portion is solved by a four‐point implicit Newton‐Raphson procedure, while the water quality code is formulated with a ...
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    Derivation of Mean Cell Residence Time Formula 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): John Scutt; Robert M. Sykes; Oliver J. Hao; Jason S. Anderson; Nicolas G. Adrien
    Publisher: American Society of Civil Engineers
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