Title:
A Control Model for Hydropower Systems Analysis and Operation

dc.contributor.author Georgakakos, Aristidis P. en_US
dc.contributor.author Yao, Huaming en_US
dc.contributor.author Yu, Yongqing en_US
dc.contributor.corporatename Georgia Institute of Technology. School of Civil and Environmental Engineering en_US
dc.contributor.editor Hatcher, Kathryn J. en_US
dc.date.accessioned 2012-06-11T00:40:48Z
dc.date.available 2012-06-11T00:40:48Z
dc.date.issued 1995-04
dc.description Proceedings of the 1995 Georgia Water Resources Conference, April 11 and 12, 1995, Athens, Georgia. en_US
dc.description.abstract In North America, hydropower provides a significant portion of the electrical capacity, ranging from about 60 percent in Canada, to more than 30 percent in Mexico, to about 13 percent in the U.S. (North America Hydroelectric Research and Development Forum, 1992). Among the attractive features of hydropower is that it is renewable, clean, efficient, economical., and domestically produced. In the U.S., the amount of hydroelectric production is equivalent to nearly 500 million barrels of oil annually, which, at today's oil prices, have a value of $9 billion. In addition to meeting electricity demands, hydropower facilities play a critical role in water management, helping to provide flood control and water for irrigation, municipal and industrial uses, navigation, recreation, and fish and wildlife preservation. Improving the way projects are operated is a top research need. It is worth noting that a 1 percent increase in the efficiency of existing hydro plants in the U.S. would provide an additional 3 billion kilowatt-hours of electricity annually, saving the equivalent of 1.4 million tons of coal or 4.9 million barrels of oil (North American Hydroelectric Research and Development Forum, 1992). The primary motivations for this research work are (1) to demonstrate that modem optimization methods can effectively optimize the utilization of hydropower facilities and (2) compare the relative performance of optimization and the more traditional simulation models. In this article, we take up the first task and describe the problems addressed, the models developed, and the results obtained. The second task will be the subject of a panel discussion. en_US
dc.description.sponsorship Sponsored and Organized by: U.S. Geological Survey, Georgia Department of Natural Resources, The University of Georgia, Georgia State University, Georgia Institute of Technology en_US
dc.description.statementofresponsibility This book was published by the Carl Vinson Institute of Government, The University of Georgia, Athens, Georgia 30602 with partial funding provided by the U.S. Department of Interior, Geological Survey, through the Georgia Water Research Institute as authorized by the Water Resources Research Act of 1990 (P.L. 101-397). The views and statements advanced in this publication are solely those of the authors and do not represent official views or policies of the University of Georgia or the U.S. Geological Survey or the conference sponsors. en_US
dc.identifier.isbn 0-935835-04-0
dc.identifier.uri http://hdl.handle.net/1853/43866
dc.language.iso en_US en_US
dc.publisher Georgia Institute of Technology en_US
dc.publisher.original Carl Vinson Institute of Government en_US
dc.relation.ispartofseries GWRI1995. Water Quantity en_US
dc.subject Water resources management en_US
dc.subject Hydropower en_US
dc.subject Water utilities en_US
dc.subject Hydroelectric power en_US
dc.title A Control Model for Hydropower Systems Analysis and Operation en_US
dc.type Text
dc.type.genre Proceedings
dspace.entity.type Publication
local.contributor.author Georgakakos, Aristidis P.
local.contributor.corporatename Georgia Water Resources Institute
local.contributor.corporatename School of Civil and Environmental Engineering
local.contributor.corporatename College of Engineering
local.relation.ispartofseries Georgia Water Resources Conference
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