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    Closure to “<i>Field Verification of Help Model for Landfills</i>” by R. Lee Peyton and Paul R. Schroeder (April, 1988, Vol. 114, No. 2) 

    Source: Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 004
    Author(s): R. Lee Peyton; Paul R. Schroeder
    Publisher: American Society of Civil Engineers
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    Retardation of Dredged Material Leachate in Foundation Soils 

    Source: Journal of Environmental Engineering:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Paul R. Schroeder; Nadim M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: Contaminated dredged material is often placed in confined disposal facilities (CDFs) designed and managed to control environmental impacts of the disposed sediment. This note presents equations for use in a screening ...
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    Chemical Clarification of Dredged Material 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Paul R. Schroeder; F. Douglas Shields, Jr.
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory and design procedures have been developed for chemical clarification of dredged material containment area effluents based on results of laboratory and field tests. The design is suitable for normal disposal ...
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    Leachate Collection in Landfills: Steady Case 

    Source: Journal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 005
    Author(s): Bruce M. McEnroe; Paul R. Schroeder
    Publisher: American Society of Civil Engineers
    Abstract: This paper analyzes the performance of landfill leachate collection systems with low‐permeability soil liners under steady‐state conditions. Algebraic equations and graphs are presented for predicting the average and maximum ...
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    Leachate Dispersion in Aquifers under Disposal Facilities 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2004:;Volume ( 008 ):;issue: 003
    Author(s): Paul R. Schroeder; Nadim M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: Contaminated dredged material is often placed in confined disposal facilities (CDFs) designed and operated to control environmental impacts of the disposed sediment. A CDF is a diked enclosure having structures that retain ...
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    Field Verification of HELP Model for Landfills 

    Source: Journal of Environmental Engineering:;1988:;Volume ( 114 ):;issue: 002
    Author(s): R. Lee Peyton; Paul R. Schroeder
    Publisher: American Society of Civil Engineers
    Abstract: Long‐term simulations of 17 landfill cells from six sites are performed using the Hydrologic Evaluation of Landfill Performance (HELP) computer model. Results are compared with field data from a variety of landfills to ...
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    Evaluation of Landfill‐Liner Designs 

    Source: Journal of Environmental Engineering:;1990:;Volume ( 116 ):;issue: 003
    Author(s): R. Lee Peyton; Paul R. Schroeder
    Publisher: American Society of Civil Engineers
    Abstract: The effectiveness of landfill‐liner designs is evaluated in terms of the slope, drainage length, and saturated hydraulic conductivity of the lateral drainage layer, the saturated hydraulic conductivity of the soil liner, ...
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    Contaminant Leaching Model for Dredged Material Disposal Facilities 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author(s): Paul R. Schroeder; Nadim M. Aziz
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the hydrologic evaluation of leachate production and quality model, a screening-level tool to simulate contaminant leaching from a confined disposal facility (CDF) for dredged material. The model ...
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    Estimated Particulate Emissions by Wind Erosion from the Indiana Harbor Confined Disposal Facility 

    Source: Practice Periodical of Hazardous, Toxic, and Radioactive Waste Management:;2009:;Volume ( 013 ):;issue: 001
    Author(s): Lawrence J. Hagen; Paul R. Schroeder; Le Thai
    Publisher: American Society of Civil Engineers
    Abstract: A confined disposal facility (CDF) is being designed for
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    Residence Time Distributions of Shallow Basins 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Edward L. Thackston; F. Douglas Shields, Jr.; Paul R. Schroeder
    Publisher: American Society of Civil Engineers
    Abstract: An analysis of data from a variety of basins showed that the strongest influence on hydraulic efficiency,
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