02208oam 2200577I 450 991015472620332120240505163324.01-136-63800-80-429-21281-X0-203-80406-610.1201/b12349 (CKB)3390000000031740(SSID)ssj0000736062(PQKBManifestationID)11425773(PQKBTitleCode)TC0000736062(PQKBWorkID)10767612(PQKB)10317911(MiAaPQ)EBC4760877(OCoLC)859409456(BIP)72328485(BIP)59992140(EXLCZ)99339000000003174020180331d2011 uy 0engurcnu||||||||txtccrLabyrinth and piano key weirs PKW 2011 /editors, Sebastien Erpicum. [et al.]1st ed.London :Taylor & Francis Group,2011.1 online resource (314 pages) illustrationsBibliographic Level Mode of Issuance: Monograph1-138-11538-X 0-415-68282-7 Includes bibliographical references and index.Keynote lectures -- Physical modeling : hydraulic capacity -- Physical modeling : downstream fittings -- Numerical modeling -- Hydraulic design -- Planned and existing projects -- Nomenclature, data base, future developments.Labyrinth spillways are almost as old as dam engineering. In spite of the fact that they appear as a very good technical-economical compromise, only 0.1% of large dams are equipped with such weirs. The main reason for this is that traditional labyrinth weirs usually cannot be installed on top of concrete gravity dams as they require a large foundatWeirsDamsDesign and constructionWeirs.DamsDesign and construction.627.883Erpicum Sebastien1243733MiAaPQMiAaPQMiAaPQBOOK9910154726203321Labyrinth and piano key weirs2884965UNINA