Designs to reach new heights

Kalkani, E; Foteinopoulos, P

dc.contributor.author	Kalkani, E	en
dc.contributor.author	Foteinopoulos, P	en
dc.date.accessioned	2014-03-01T01:55:22Z
dc.date.available	2014-03-01T01:55:22Z
dc.date.issued	2006	en
dc.identifier.issn	0306400X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/27705
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-33749583607&partnerID=40&md5=bbe1fba542bab4defe41213bde6dcfa2	en
dc.subject.other	Dam areas	en
dc.subject.other	Stored water	en
dc.subject.other	Dams	en
dc.subject.other	Project management	en
dc.subject.other	Structural design	en
dc.subject.other	Reservoirs (water)	en
dc.subject.other	Dams	en
dc.subject.other	Project management	en
dc.subject.other	Reservoirs (water)	en
dc.subject.other	Structural design	en
dc.subject.other	dam construction	en
dc.subject.other	design	en
dc.subject.other	elevation	en
dc.subject.other	height	en
dc.subject.other	reservoir	en
dc.subject.other	Marathon County	en
dc.subject.other	North America	en
dc.subject.other	United States	en
dc.subject.other	Wisconsin	en
dc.title	Designs to reach new heights	en
heal.type	journalArticle	en
heal.publicationDate	2006	en
heal.abstract	To increase the storage of the Marathon reservoir, the height of the dam was increased. The increase of elevation was considered from el. 223 to el.2333m. For each of the elevations, the reservoir and the dam areas were computed. Following this, the volumes of the reservoir and the dam from bottom to top were calculated. The data obtained served as basis for the planning engineer in taking the decision to select the dam and reservoirs with volumes within the limits allowed by the finances of the development and other factors regarding the volume and the area of the stored water in the reservoir.	en
heal.journalName	International Water Power and Dam Construction	en
dc.identifier.volume	58	en
dc.identifier.issue	9	en
dc.identifier.spage	20	en
dc.identifier.epage	23	en