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contributor authorDan Hamberg
contributor authorUri Shamir
date accessioned2017-05-08T21:06:23Z
date available2017-05-08T21:06:23Z
date copyrightMarch 1988
date issued1988
identifier other%28asce%290733-9496%281988%29114%3A2%28129%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/38888
description abstractThis is the first of two papers dealing with schematic models for water distribution systems. Schematic models for use in preliminary design of water distribution systems are developed by two approaches: (1) A step‐wise combination of elements; and (b) a nonlinear continuum representation of the system as a whole. The objective is to create models that are equivalent to a detailed network model in terms of the computed distributions of heads and flows over the area, yet are much more efficient, and therefore enhance the engineering‐economic analysis. The step‐wise combination method is developed beyond existing procedures to consider more complex arrangements of pipes as well as water withdrawals, which vary along the pipes and with time.
publisherAmerican Society of Civil Engineers
titleSchematic Models for Distribution Systems Design. I: Combination Concept
typeJournal Paper
journal volume114
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1988)114:2(129)
treeJournal of Water Resources Planning and Management:;1988:;Volume ( 114 ):;issue: 002
contenttypeFulltext


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