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    Closure to “<i>Theory of Declining Rate Filtration I: Continuous Operation</i>” by Fazal H. Chaudhry (August, 1987, Vol. 113, No. 4) 

    Source: Journal of Environmental Engineering:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Fazal H. Chaudhry
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>The IUH of General Hydrologic System Model</i>” by Ven Te Chow and V. C. Kulandaiswamy (July, 1982) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Fazal H. Chaudhry
    Publisher: American Society of Civil Engineers
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    Theory of Declining Rate Filtration. I: Continuous Operation 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Fazal H. Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: A theoretical framework for the study of variations in rate, head loss, and concentration during declining rate filtration (DRF) is developed. A simple model for the variable rate filtration is derived in order to formulate ...
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    Theory of Declining Rate Filtration. II: Bank Operation 

    Source: Journal of Environmental Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Fazal H. Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: In declining rate filtration (DRF), the mode of operation of a bank of filters modifies and determines the performance of an individual rapid sand filter. The theoretical formulation previously developed by the writer for ...
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    Calculating Flow in Manifold and Orifice System 

    Source: Journal of Environmental Engineering:;1992:;Volume ( 118 ):;issue: 004
    Author(s): Fazal H. Chaudhry; Luisa F. R. Reis
    Publisher: American Society of Civil Engineers
    Abstract: Spatial distribution of water discharge can be obtained through a manifold consisting of main pipes and perforated laterals. This study formulates the problem of discharge distribution among lateral pipes and from laterals ...
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    Closure to “Calculating Flow in Manifold and Orifice System” by Fazal H. Chaudhry and Luisa F. R. Reis (July/August, 1992, Vol. 118, No. 4) 

    Source: Journal of Environmental Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Fazal H. Chaudhry; Luisa F. R. Reis
    Publisher: American Society of Civil Engineers
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    Experimental Evaluation of 2-D Entropy Model for Open-Channel Flow 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 010
    Author(s): José Carlos de Araújo; Fazal H. Chaudhry
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this technical note is to investigate the applicability of the Principle of Maximum Entropy in hydrodynamics, particularly in velocity distribution in open channels, by comparing the predictions of two 2-D ...
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