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    Editorial 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Mark R. Wiesner
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Pesticide Transport and Bioconcentration Model</i>” by Jerald L. Schnoor and Drew C. McAvoy (December, 1981) 

    Source: Journal of Environmental Engineering:;1983:;Volume ( 109 ):;issue: 003
    Author(s): Mark R. Wiesner
    Publisher: American Society of Civil Engineers
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    Morphology of Particle Deposits 

    Source: Journal of Environmental Engineering:;1999:;Volume ( 125 ):;issue: 012
    Author(s): Mark R. Wiesner
    Publisher: American Society of Civil Engineers
    Abstract: The premise that the morphology of deposits formed from colloids, aerosols, and other particulate materials can be predicted from their transport properties and surface chemistries is explored. Universality classes that ...
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    Role of Suspension Polydispersivity in Granular Media Filtration 

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Srinivas Veerapaneni; Mark R. Wiesner
    Publisher: American Society of Civil Engineers
    Abstract: Experimental work on the role of feed suspension polydispersivity on the performance of granular media filters is presented. Suspensions of latex particles of sizes 0.09 μm, 0.944 μm, 7.04 μm, and 7.6 μm, and their paired ...
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    Performance and Cost Modeling of Ultrafiltration 

    Source: Journal of Environmental Engineering:;1995:;Volume ( 121 ):;issue: 012
    Author(s): Sandeep Sethi; Mark R. Wiesner
    Publisher: American Society of Civil Engineers
    Abstract: Models describing permeate flux, rejection, and cost are coupled to evaluate the performance and cost of ultrafiltration as a function of raw-water quality. The model for permeate flux extends a previous model for colloidal ...
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    Laminar Flow with Slip in Channels with Uniformly Porous Walls 

    Source: Journal of Hydraulic Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Shankararaman Chellam; Mark R. Wiesner
    Publisher: American Society of Civil Engineers
    Abstract: The assumption of no slip does not accurately characterize momentum transfer near permeable walls. The influence of nonzero slip velocities on velocity profiles, pressure distribution, and friction coefficient are reported ...
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    Cost Model for Low‐Pressure Membrane Filtration 

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Karen D. Pickering; Mark R. Wiesner
    Publisher: American Society of Civil Engineers
    Abstract: A model for capital and operating costs of low‐pressure membrane filtration is presented. The model is used to explore the impact of variables describing system operation and membrane characteristics on treatment costs as ...
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    Editorial 

    Source: Journal of Environmental Engineering:;1994:;Volume ( 120 ):;issue: 004
    Author(s): Steven C. McCutcheon; Mark R. Wiesner
    Publisher: American Society of Civil Engineers
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    Particles, Metals, and Water Quality in Runoff from Large Urban Watershed 

    Source: Journal of Environmental Engineering:;1997:;Volume ( 123 ):;issue: 008
    Author(s): Gregory W. Characklis; Mark R. Wiesner
    Publisher: American Society of Civil Engineers
    Abstract: Water quality, metals concentration, and particle size distributions were characterized in urban runoff. The distribution of metals in the macrocolloidal (0.45–20 μm) and dissolved (<0.45 μm) size fractions was determined ...
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    Membrane Filtration of Coagulated Suspensions 

    Source: Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 001
    Author(s): Mark R. Wiesner; Mark M. Clark; Joel Mallevialle
    Publisher: American Society of Civil Engineers
    Abstract: The deposition of small colloids or macromolecules in membrane pores and the subsequent irreversible fouling of the membrane is considered using a simple model for membrane fouling. As a strategy for avoiding pore fouling, ...
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