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contributor authorLewis A. Rossman
contributor authorPaul F. Boulos
contributor authorTom Altman
date accessioned2017-05-08T21:06:57Z
date available2017-05-08T21:06:57Z
date copyrightSeptember 1993
date issued1993
identifier other%28asce%290733-9496%281993%29119%3A5%28505%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39226
description abstractAn explicit dynamic water‐quality modeling algorithm is developed for tracking dissolved substances in water‐distribution networks. The algorithm is based on a mass‐balance relation within pipes that considers both advective transport and reaction kinetics. Complete mixing of material is assumed at pipe junctions and storage tanks. The algorithm automatically selects a pipe‐segmentation scheme and computational time step that satisfies conservation of mass and seeks to minimize numerical dispersion. In contrast to previous water‐quality models, there is no need to first find unique flow paths through the network. The resulting method is both robust and efficient, and can be readily applied to all types of network configurations and dynamic hydraulic conditions. The applicability of the method is demonstrated using an example pipe‐distribution network. Enhancement of distribution‐system water‐quality management is a principal benefit of the methodology.
publisherAmerican Society of Civil Engineers
titleDiscrete Volume‐Element Method for Network Water‐Quality Models
typeJournal Paper
journal volume119
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1993)119:5(505)
treeJournal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 005
contenttypeFulltext


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