Dam Failure Modelling Parameters

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dc.contributor.authorGüven, Aytaç
dc.contributor.authorAydemir, Alper
dc.date.accessioned2025-02-24T16:35:47Z
dc.date.available2025-02-24T16:35:47Z
dc.date.issued2020
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Mühendisliği Bölümü
dc.description.abstractPeak breach discharge occurring upon dam failure is an essential parameter for dam safety studies. In literature there are many methods for predicting peak breach discharge. The methods, together with the most widely used dam breach parameters, are described in this chapter, together with the relevant formulations and definitions. © 2020, The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerland AG.
dc.identifier.doi10.1007/978-3-030-47139-2_4
dc.identifier.endpage63
dc.identifier.issn2366-259X
dc.identifier.scopus2-s2.0-85085185775
dc.identifier.scopusqualityQ4
dc.identifier.startpage57
dc.identifier.urihttps://doi.org/10.1007/978-3-030-47139-2_4
dc.identifier.urihttps://hdl.handle.net/20.500.14440/560
dc.indekslendigikaynakScopus
dc.language.isoen
dc.publisherSpringer
dc.relation.ispartofSpringer Tracts in Civil Engineering
dc.relation.publicationcategoryKitap Bölümü - Uluslararası
dc.rightsinfo:eu-repo/semantics/closedAccess
dc.snmzKA_Scopus_20250201
dc.titleDam Failure Modelling Parameters
dc.typeBook Chapter

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