LEADER 02208oam  2200577I  450 
001 9910154726203321
005 20240505163324.0
010   $a1-136-63800-8
010   $a0-429-21281-X
010   $a0-203-80406-6
024 7 $a10.1201/b12349 
035   $a(CKB)3390000000031740
035   $a(SSID)ssj0000736062
035   $a(PQKBManifestationID)11425773
035   $a(PQKBTitleCode)TC0000736062
035   $a(PQKBWorkID)10767612
035   $a(PQKB)10317911
035   $a(MiAaPQ)EBC4760877
035   $a(OCoLC)859409456
035   $a(BIP)72328485
035   $a(BIP)59992140
035   $a(EXLCZ)993390000000031740
100   $a20180331d2011      uy         0
101 0 $aeng
135   $aurcnu||||||||
181   $ctxt
182   $cc
183   $acr
200 10$aLabyrinth and piano key weirs $ePKW 2011 /$feditors, Sebastien Erpicum. [et al.]
205   $a1st ed.
210  1$aLondon :$cTaylor & Francis Group,$d2011.
215   $a1 online resource (314 pages) $cillustrations
300   $aBibliographic Level Mode of Issuance: Monograph
311 08$a1-138-11538-X 
311 08$a0-415-68282-7 
320   $aIncludes bibliographical references and index.
327   $aKeynote lectures -- Physical modeling : hydraulic capacity -- Physical modeling : downstream fittings -- Numerical modeling -- Hydraulic design -- Planned and existing projects -- Nomenclature, data base, future developments.
330   $aLabyrinth 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 foundat
606   $aWeirs
606   $aDams$xDesign and construction
615  0$aWeirs.
615  0$aDams$xDesign and construction.
676   $a627.883
701   $aErpicum$b Sebastien$01243733
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910154726203321
996   $aLabyrinth and piano key weirs$92884965
997   $aUNINA