LEADER 02477oam  2200673   450 
001 9910716807803321
005 20211021080806.0
035   $a(CKB)5470000002526112
035   $a(OCoLC)660148901
035   $a(EXLCZ)995470000002526112
100   $a20100902j200910    ua             0
101 0 $aeng
135   $aurcn|||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aBridge pressure flow scour for clear water conditions /$fJunke Guo, Kornel Kerenyi, and Jorge E. Pagan-Ortiz
210  1$aMcLean, VA :$cU.S. Department of Transportation, Federal Highway Administration, Research, Development, and Technology, Turner-Fairbank Highway Research Center,$dOctober 2009.
215   $a1 online resource (ix, 48 pages) $cillustrations (some color)
300   $a"Publication no. FHWA-HRT-09-041."
300   $a"October 2009."
300   $aPerformed by GKY and Associates, Inc. and the University of Nebraska.
320   $aIncludes bibliographical references (page 48).
606   $aScour at bridges$xTesting
606   $aBridges$xFoundations and piers$xTesting
606   $aBridges$xDesign and construction
606   $aFluid dynamics$xMathematical models
606   $aScour (Hydraulic engineering)$xMathematical models
606   $aFlood control
606   $aBridges$xDesign and construction$2fast
606   $aBridges$xFoundations and piers$2fast
606   $aScour at bridges$2fast
615  0$aScour at bridges$xTesting.
615  0$aBridges$xFoundations and piers$xTesting.
615  0$aBridges$xDesign and construction.
615  0$aFluid dynamics$xMathematical models.
615  0$aScour (Hydraulic engineering)$xMathematical models.
615  0$aFlood control.
615  7$aBridges$xDesign and construction.
615  7$aBridges$xFoundations and piers.
615  7$aScour at bridges.
700   $aGuo$b John Junke$01410907
702   $aKerenyi$b Kornel
702   $aPagan-Ortiz$b Jorge E.
712 02$aTurner-Fairbank Highway Research Center,
712 02$aGKY & Associates.
712 02$aUniversity of Nebraska--Lincoln.
801  0$bFHATR
801  1$bFHATR
801  2$bFHATR
801  2$bOCLCQ
801  2$bOCLCA
801  2$bOCLCF
801  2$bOCLCQ
801  2$bGPO
906   $aBOOK
912   $a9910716807803321
996   $aBridge pressure flow scour for clear water conditions$93500709
997   $aUNINA