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    Editorial 

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): H. David Stensel
    Publisher: American Society of Civil Engineers
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    Editorial 

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 003
    Author(s): H. David Stensel
    Publisher: American Society of Civil Engineers
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    Oxygen Utilization of Trickling Filter Biofilms 

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): Steven W. Hinton; H. David Stensel
    Publisher: American Society of Civil Engineers
    Abstract: In‐situ oxygen consumption rate (OCR) observations for trickling filter biofilms under different hydraulic, substrate loading, and oxygen availability operating conditions are presented. OCRs were determined for sucrose‐ ...
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    Oxygen Transfer in Trickling Filters 

    Source: Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Steven W. Hinton; H. David Stensel
    Publisher: American Society of Civil Engineers
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    Closure to “Oxygen Utilization of Trickling Filter Biofilms” by Steven W. Hinton and H. David Stensel 

    Source: Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 004
    Author(s): Steven W. Hinton; H. David Stensel
    Publisher: American Society of Civil Engineers
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    Anaerobic and Aerobic Treatment of Chlorinated Aliphatic Compounds 

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Jennifer L. Long; H. David Stensel; John F. Ferguson; Stuart E. Strand; Jerry E. Ongerth
    Publisher: American Society of Civil Engineers
    Abstract: Biological degradation of 12 chlorinated aliphatic compounds (CACs) was assessed in bench‐top reactors and in serum bottle tests. Three continuously mixed daily batch‐fed reactor systems were evaluated: anaerobic, aerobic, ...
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