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contributor authorVilas Nitivattananon
contributor authorElaine C. Sadowski
contributor authorRafael G. Quimpo
date accessioned2017-05-08T21:07:17Z
date available2017-05-08T21:07:17Z
date copyrightSeptember 1996
date issued1996
identifier other%28asce%290733-9496%281996%29122%3A5%28374%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39448
description abstractAn optimization model has been developed to generate pump schedules in real-time operation for a complex water supply system by considering major difficulties posed by a complicated tariff; especially demand charges, discrete pump discharges, and other physical constraints. The model decomposes in space and time the system into several subsystems, and planning periods into operational periods. Progressive optimality is applied to solve a dynamic programming model. The pump discharges are discretized and arranged by heuristic methods in order to reduce the number of times pumps are switched on. In real-time operation, billing monthly demand is estimated by a long-term model and then incorporated in a short-term model to obtain an optimal daily schedule in a relatively short computational time. Application is made to the city of Pittsburgh's water supply system. To implement the model in making operational decisions, a computer software package is also coded. A simulation run on part of the system in a test year shows that the optimal solution could have saved 20% of the actual cost.
publisherAmerican Society of Civil Engineers
titleOptimization of Water Supply System Operation
typeJournal Paper
journal volume122
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1996)122:5(374)
treeJournal of Water Resources Planning and Management:;1996:;Volume ( 122 ):;issue: 005
contenttypeFulltext


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