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contributor authorPhilip D. Crawley
contributor authorGraeme C. Dandy
date accessioned2017-05-08T21:06:52Z
date available2017-05-08T21:06:52Z
date copyrightJanuary 1993
date issued1993
identifier other%28asce%290733-9496%281993%29119%3A1%281%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39186
description abstractA monthly planning and operational model has been developed for the Adelaide headworks system in South Australia, Australia. The model uses linear goal programming to aid in the identification of optimum operating policies for the system. The planning and operational policies obtained are aimed at achieving maximum yield for a given level of reliability. In this particular system, where a significant fraction of the supply is pumped from a distant river, a further objective is to minimize pumping cost. The results obtained for the Adelaide system indicate that savings of between 5% and 10% of total pumping costs can be achieved through the application of the model developed. Potential also exists for further reductions in pumping costs through improved forecasting of up to 20% of total pumping costs. Examples are also given of the use of the model to assist with operational decision making. This model has subsequently been implemented and the predicted savings in operating costs are being achieved by the local water authority, the Engineering and Water Supply Department.
publisherAmerican Society of Civil Engineers
titleOptimal Operation of Multiple‐Reservoir System
typeJournal Paper
journal volume119
journal issue1
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1993)119:1(1)
treeJournal of Water Resources Planning and Management:;1993:;Volume ( 119 ):;issue: 001
contenttypeFulltext


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