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    Closure to “Oxygen Transfer in Trickling Filters” by Bruce E. Logan 

    Source: Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 005
    Author(s): Bruce E. Logan
    Publisher: American Society of Civil Engineers
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    Oxygen Transfer in Trickling Filters 

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 006
    Author(s): Bruce E. Logan
    Publisher: American Society of Civil Engineers
    Abstract: Insufficient oxygen transfer can result in anaerobic biofilms and odor generation during biochemical oxygen demand (BOD) removal in trickling filters, and can limit ammonia oxidation in nitrifying trickling filters. Since ...
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    Analysis of Overall Perchlorate Removal Rates in Packed-Bed Bioreactors 

    Source: Journal of Environmental Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): Bruce E. Logan
    Publisher: American Society of Civil Engineers
    Abstract: Perchlorate
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    Molecular Size Distributions of Dissolved Organic Matter 

    Source: Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 006
    Author(s): Bruce E. Logan; Qing Jiang
    Publisher: American Society of Civil Engineers
    Abstract: Discrete molecular size distributions of dissolved organic matter (DOM) in natural waters and wastewaters are usually determined using an array of ultrafiltration membranes in stirred cells. However, many researchers neglect ...
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    Bacterial Transport in Gas-Sparged Porous Medium 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 007
    Author(s): Yan Fang; Bruce E. Logan
    Publisher: American Society of Civil Engineers
    Abstract: To improve the feasibility of soil-aquifer remediation using bioaugmentation, more efficient methods are needed to widely disperse pollutant-degrading bacteria in porous media. Under water-saturated conditions, bacteria ...
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    Bacterial Transport in NAPL-Contaminated Porous Media 

    Source: Journal of Environmental Engineering:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Brock Rogers; Bruce E. Logan
    Publisher: American Society of Civil Engineers
    Abstract: To understand the effect of a non-aqueous-phase liquid (NAPL) on bacterial transport, column experiments in the presence and absence of a NAPL were conducted using two bacterial strains and two different porous media. The ...
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    Insignificant Role of Hydrodynamic Dispersion on Bacterial Transport 

    Source: Journal of Environmental Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Kenneth M. Unice; Bruce E. Logan
    Publisher: American Society of Civil Engineers
    Abstract: Dispersion in porous media has been postulated as a mechanism that can increase particle transport, but the magnitude of increased transport predicted using analytical models of column experiments is a function of the ...
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    Computer Simulation of Ddt Distribution in Palos Verdes Shelf Sediments 

    Source: Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): Bruce E. Logan; John A. Steele; Robert G. Arnold
    Publisher: American Society of Civil Engineers
    Abstract: Prior to the imposition of effective source‐control measures in 1970, large quantities of DDT were discharged to the Los Angeles County municipal sewer system and, subsequently, to the Pacific Ocean. A fraction of this ...
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    Growth Kinetics of Mixed Cultures under Chlorate-Reducing Conditions 

    Source: Journal of Environmental Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): Bruce E. Logan; Adam R. Bliven; Shari R. Olsen; Rabindranath Patnaik
    Publisher: American Society of Civil Engineers
    Abstract: Although chlorate (
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    Scaling Bacterial Filtration Rates in Different Sized Porous Media 

    Source: Journal of Environmental Engineering:;1996:;Volume ( 122 ):;issue: 005
    Author(s): Michael J. Martin; Bruce E. Logan; William P. Johnson; David G. Jewett; Robert G. Arnold
    Publisher: American Society of Civil Engineers
    Abstract: Aquifer sediments contain a wide distribution of particle sizes, but only a single collector diameter (
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