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contributor authorAbbas Afshar
contributor authorFethi Ben Jemaa
contributor authorMiguel A. Mariño
date accessioned2017-05-08T21:06:40Z
date available2017-05-08T21:06:40Z
date copyrightSeptember 1990
date issued1990
identifier other%28asce%290733-9496%281990%29116%3A5%28665%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39054
description abstractAn optimization model is presented for determining the optimal design capacities of a water delivery system integrating small hydropower plants. A discrete distance model of the transmission pipeline is solved by employing dynamic programming. The model determines the proper allocation of available pressure head to various potential hydropower sites along the supply main and determines the optimal pipe diameter. The practical value of the model is demonstrated in an example for a supply system to serve four towns. The solution of the model gives the set of turbine capacities, pipe diameters, head allocation resulting in maximum net benefit for a given quantity of available water and demand, and the expected net benefits.
publisherAmerican Society of Civil Engineers
titleOptimization of Hydropower Plant Integration in Water Supply System
typeJournal Paper
journal volume116
journal issue5
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1990)116:5(665)
treeJournal of Water Resources Planning and Management:;1990:;Volume ( 116 ):;issue: 005
contenttypeFulltext


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