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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)
Publisher: American Society of Civil Engineers
Discussion of “<i>The IUH of General Hydrologic System Model</i>” by Ven Te Chow and V. C. Kulandaiswamy (July, 1982)
Publisher: American Society of Civil Engineers
Theory of Declining Rate Filtration. I: Continuous Operation
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 ...
Theory of Declining Rate Filtration. II: Bank Operation
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 ...
Calculating Flow in Manifold and Orifice System
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 ...
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)
Publisher: American Society of Civil Engineers
Experimental Evaluation of 2-D Entropy Model for Open-Channel Flow
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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