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contributor authorYves R. Filion
contributor authorBryan W. Karney
date accessioned2017-05-08T20:44:21Z
date available2017-05-08T20:44:21Z
date copyrightJune 2002
date issued2002
identifier other%28asce%290733-9429%282002%29128%3A6%28616%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25389
description abstractTo design and operate a distribution system, one must understand how it will perform when subjected to external hydraulic loads and demands. This paper presents a hybrid model that efficiently tracks the full range of hydraulic conditions, from steady state to waterhammer, in a system over an extended period by coupling a transient simulator with a reservoir routing scheme. The model’s procedure consists of running waterhammer simulations at the start and end of an extended time step to track the rate of filling of a system’s reservoirs and then using this information to update reservoir levels at the end of the time step. Beyond conventional level-of-service and capacity-assessment applications, the hybrid model can help the engineer link system unsteadiness to its associated costs in terms of design and operation. Extended period and worst-case simulations presented in a case study suggest that the hybrid model has a high routing accuracy and can be used effectively to identify the critical state which will produce the most severe transients in a system.
publisherAmerican Society of Civil Engineers
titleExtended-Period Analysis with a Transient Model
typeJournal Paper
journal volume128
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2002)128:6(616)
treeJournal of Hydraulic Engineering:;2002:;Volume ( 128 ):;issue: 006
contenttypeFulltext


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