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    Closure to “<i>Simulation of Doc Removal in Activated Carbon Beds</i>” by R. Scott Summers and Paul V. Roberts (February, 1984) 

    Source: Journal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 005
    Author(s): R. Scott Summers; Paul V. Roberts
    Publisher: American Society of Civil Engineers
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    Attenuation of Ground‐water Contaminant Pulses 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 012
    Author(s): Albert J. Valocchi; Paul V. Roberts
    Publisher: American Society of Civil Engineers
    Abstract: Analytical solutions to the one‐dimensional advection‐dispersion equation are presented for several cases where the source concentration is either input continuously at a periodically fluctuating level or input as a single ...
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    Rate of Humic Substance Uptake During Activated Carbon Adsorption 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): R. Scott Summers; Paul V. Roberts
    Publisher: American Society of Civil Engineers
    Abstract: The adsorption‐diffusion rate of a humic acid and three molecular size fractions thereof by two particle size fractions of activated carbon was investigated over an extended time period. Long‐term removal of humic substances ...
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    Simulation of DOC Removal in Activated Carbon Beds 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): R. Scott Summers; Paul V. Roberts
    Publisher: American Society of Civil Engineers
    Abstract: The removal of dissolved organic carbon (DOC) by granular activated carbon (GAC) in a fixed‐bed adsorber was simulated using an approximate analytical solution and was found to agree satisfactorily with the performance ...
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    Disinfection with Chlorine and Chlorine Dioxide 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): E. Marco Aieta; Paul V. Roberts
    Publisher: American Society of Civil Engineers
    Abstract: Disinfection with chlorine dioxide was compared to disinfection with chlorine in wastewater from three treatment sequences: (1) Conventional activated‐sludge treatment; (2) activated‐sludge/nitrification; and (3) ...
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    Closure to “<i>Activated Carbon Sorption of Doc from Wastewater</i>” by Frederick S. Cannon and Paul V. Roberts (August, 1982) 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 004
    Author(s): Frederick S. Cannon; Paul V. Roberts
    Publisher: American Society of Civil Engineers
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    Simplified Expressions for Spatial Moments of Ground-Water Contaminant Plumes 

    Source: Journal of Hydrologic Engineering:;1999:;Volume ( 004 ):;issue: 004
    Author(s): Jeffrey A. Cunningham; Mark N. Goltz; Paul V. Roberts
    Publisher: American Society of Civil Engineers
    Abstract: Ground-water aquifers are an important source of water for domestic, agricultural, and industrial use, but they are often contaminated by hazardous chemicals. In this note, the writers consider the transport of a sorbing ...
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    Simulating Solute Transport Using Laboratory‐Based Sorption Parameters 

    Source: Journal of Environmental Engineering:;1992:;Volume ( 118 ):;issue: 005
    Author(s): Thomas C. Harmon; Lewis Semprini; Paul V. Roberts
    Publisher: American Society of Civil Engineers
    Abstract: The experimental in situ aquifer biorestoration site at Moffett Field, California, is a small, confined, sand and gravel aquifer, interspersed with layers of silts and clays. Laboratory sorption and solids characterization ...
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    External Mass‐Transfer Rate in Fixed‐Bed Adsorption 

    Source: Journal of Environmental Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): Paul V. Roberts; Peter Cornel; R. Scott Summers
    Publisher: American Society of Civil Engineers
    Abstract: External mass‐transfer coefficients are measured with organic compounds, p‐nitrophenol and 2,4‐dichlorophenol, under conditions representative of fixed‐bed activated‐carbon adsorption for water treatment. The superficial ...
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