Analysis of muskingum equation based flood routing schemes

dc.contributor.author	Γελεγένης, Ιωάννης Ι.	el
dc.contributor.author	Serrano, S.	en
dc.date.accessioned	2015-04-28T08:21:02Z
dc.date.available	2015-04-28T08:21:02Z
dc.date.issued	2015-04-28
dc.identifier.uri	http://hdl.handle.net/11400/9139
dc.rights	Αναφορά Δημιουργού-Μη Εμπορική Χρήση-Όχι Παράγωγα Έργα 3.0 Ηνωμένες Πολιτείες	*
dc.rights.uri	http://creativecommons.org/licenses/by-nc-nd/3.0/us/	*
dc.source	http://ascelibrary.org/	en
dc.subject	Stability analysis
dc.subject	Hydrographs
dc.subject	Ανάλυση ευστάθειας
dc.subject	Υδρογραφήματα
dc.title	Analysis of muskingum equation based flood routing schemes	en
heal.type	report
heal.classification	Technology
heal.classification	Engineering
heal.classification	Τεχνολογία
heal.classification	Μηχανική
heal.classificationURI	http://zbw.eu/stw/descriptor/10470-6
heal.classificationURI	http://skos.um.es/unescothes/C01363
heal.classificationURI	N/A-Τεχνολογία
heal.classificationURI	N/A-Μηχανική
heal.keywordURI	http://skos.um.es/unescothes/C01888
heal.identifier.secondary	http://dx.doi.org/10.1061/(ASCE)1084-0699(2000)5:1(102)
heal.language	en
heal.access	campus
heal.recordProvider	Τ.Ε.Ι Αθήνας. Σχολή Τεχνολογικών Εφαρμογών. Τμήμα Μηχανικών Ενεργειακής Τεχνολογίας Τ.Ε.	el
heal.publicationDate	2000
heal.abstract	The linear Muskingum method continues to be a simple and popular procedure for river flood routing. An alternative algorithm for the numerical estimation of the Muskingum routing parameters is presented. Fully implicit and semi-implicit finite-difference schemes are compared for accuracy with respect to the traditional graphical procedure. A stability analysis and an objective criterion for the application of each scheme in the light of different measurement intervals for the inflow and outflow hydrographs is discussed. An application example and recommendations are included.	en
heal.publisher	American Society of Civil Engineers	en
heal.fullTextAvailability	false