OPTIMAL DESIGN OF IRRIGATION NETWORKS USING THE DYNAMIC METHOD AND A SIMPLIFIED NONLINEAR METHOD

THEOCHARIS, M; TZIMOPOULOS, C; YANNOPOULOS, S; SAKELLARIOU, M

dc.contributor.author	THEOCHARIS, M	en
dc.contributor.author	TZIMOPOULOS, C	en
dc.contributor.author	YANNOPOULOS, S	en
dc.contributor.author	SAKELLARIOU, M	en
dc.date.accessioned	2014-03-01T01:54:19Z
dc.date.available	2014-03-01T01:54:19Z
dc.date.issued	2005	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/27312
dc.relation.uri	http://www.wseas.us/e-library/conferences/2005corfu/c1/papers/498-301.pdf	en
dc.subject	Cost Optimization	en
dc.subject	Dynamic Program	en
dc.subject	Nonlinear Programming	en
dc.subject	Numerical Solution	en
dc.subject	Optimal Design	en
dc.subject	Optimization Technique	en
dc.title	OPTIMAL DESIGN OF IRRIGATION NETWORKS USING THE DYNAMIC METHOD AND A SIMPLIFIED NONLINEAR METHOD	en
heal.type	journalArticle	en
heal.publicationDate	2005	en
heal.abstract	The designating factors in the design of branched irrigation networks are the cost of pipes and the cost of pumping. They both depend directly on the hydraulic head of the pump station. It is mandatory for this reason to calculate the optimal head of the pump station as well as the corresponded optimal pipe diameters, in order to derive the	en