Finite differences analysis of seepage

Kalkani, EC

dc.contributor.author	Kalkani, EC	en
dc.date.accessioned	2014-03-01T01:41:14Z
dc.date.available	2014-03-01T01:41:14Z
dc.date.issued	1992	en
dc.identifier.issn	0306400X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/23428
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0026622415&partnerID=40&md5=ed4d41004349f9c0406fa283ed3a2216	en
dc.subject.other	Foundations	en
dc.subject.other	Mathematical Techniques--Finite Difference Method	en
dc.subject.other	STILLING BASINS	en
dc.subject.other	2-D steady-state seepage	en
dc.subject.other	Drain holes	en
dc.subject.other	Grout curtains	en
dc.subject.other	Permeable foundations	en
dc.subject.other	Dams, Concrete	en
dc.title	Finite differences analysis of seepage	en
heal.type	journalArticle	en
heal.publicationDate	1992	en
heal.abstract	Finite differences seepage analysis for the permeable foundation under a concrete dam is presented, along with the effect of varying the depth of the grout curtain and providing drain holes for the stilling basin. A parametric study was carried out to evaluate the flow under a 27 m-high spillway dam and the uplift pressures at the stilling-basin slab in two dimensional steady-state seepage.	en
heal.journalName	International Water Power and Dam Construction	en
dc.identifier.volume	44	en
dc.identifier.issue	1	en
dc.identifier.spage	21	en
dc.identifier.epage	23	en