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MARC Record from marc_columbia

Record ID marc_columbia/Columbia-extract-20221130-024.mrc:9404306:4252
Source marc_columbia
Download Link /show-records/marc_columbia/Columbia-extract-20221130-024.mrc:9404306:4252?format=raw

LEADER: 04252cam a2200817 a 4500
001 11523699
005 20220521224245.0
006 m o d
007 cr bn||||||abp
007 cr bn||||||ada
008 100414s1998 enka ob 000 0 eng d
035 $a(OCoLC)ocn607188962
035 $a(NNC)11523699
040 $aOCLCE$beng$epn$cOCLCE$dOCLCQ$dOCLCF$dKNOVL$dZCU$dOCLCQ$dCOO$dOCLCQ$dCPO$dS4S$dBUF$dCEF$dRRP$dAU@$dOCLCO$dWYU$dBRF$dOCLCQ$dUAB$dDKU$dOCLCO
015 $aGB9827238$2bnb
015 $aGB98-27238
019 $a300968053$a960708932$a960709158$a965984046$a966100387$a981863649$a981875515$a987021634$a987025980$a987771307$a1057976307$a1066406481$a1066622987$a1145347174
020 $a9781680150582$q(electronic bk.)
020 $a1680150588$q(electronic bk.)
020 $a9781680150599$q(electronic bk.)
020 $a1680150596$q(electronic bk.)
020 $a0727726390
020 $a9780727726391
020 $z0727726374$q(v. 1)
020 $z9780727726377$q(v. 1)
020 $z0727726382$q(v. 2)
020 $z9780727726384$q(v. 2)
035 $a(OCoLC)607188962$z(OCoLC)300968053$z(OCoLC)960708932$z(OCoLC)960709158$z(OCoLC)965984046$z(OCoLC)966100387$z(OCoLC)981863649$z(OCoLC)981875515$z(OCoLC)987021634$z(OCoLC)987025980$z(OCoLC)987771307$z(OCoLC)1057976307$z(OCoLC)1066406481$z(OCoLC)1066622987$z(OCoLC)1145347174
042 $adlr
050 4 $aTC174$b.T28 1998
070 $aTC174$b.T28 1998
082 04 $a628.1/5$221
049 $aZCUA
245 00 $aTables for the hydraulic design of pipes, sewers and channels.
250 $a7th ed. /$bH.R. Wallingford and D.I.H. Barr.
260 $aLondon :$bThomas Telford,$c1998.
300 $a1 online resource (2 volumes) :$billustrations
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
500 $aPrevious edition: 1994.
504 $aIncludes bibliographical references.
520 $aThis new edition again includes the extended range of pipe size that covers European standards as well as those for the newer materials now widely adopted in the UK. The book's main objective is to aid Colebrook-White assessments of resistance in such pipes and in a great variety of free-surface circumstances including large rivers.
506 $3Use copy$fRestrictions unspecified$2star$5MiAaHDL
533 $aElectronic reproduction.$b[Place of publication not identified] :$cHathiTrust Digital Library,$d2010.$5MiAaHDL
538 $aMaster and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.$uhttp://purl.oclc.org/DLF/benchrepro0212$5MiAaHDL
583 1 $adigitized$c2010$hHathiTrust Digital Library$lcommitted to preserve$2pda$5MiAaHDL
588 0 $aPrint version record.
650 0 $aPipe$xHydrodynamics$vTables.
650 0 $aDrainage pipes$xDesign$vTables.
650 0 $aPipelines$vTables.
650 0 $aSewer design$vTables.
650 0 $aChannels (Hydraulic engineering)$vTables.
650 6 $aTuyauterie$xHydrodynamique$vTables.
650 6 $aPipelines$vTables.
650 6 $aÉgouts$xConception$vTables.
650 6 $aCanaux (Technologie hydraulique)$vTables.
650 7 $aChannels (Hydraulic engineering)$2fast$0(OCoLC)fst00852125
650 7 $aDrainage pipes$xDesign.$2fast$0(OCoLC)fst00897447
650 7 $aPipe$xHydrodynamics.$2fast$0(OCoLC)fst01064488
650 7 $aPipelines.$2fast$0(OCoLC)fst01064626
650 7 $aSewer design.$2fast$0(OCoLC)fst01114071
655 0 $aElectronic book.
655 4 $aElectronic books.
655 7 $aTables.$2fast$0(OCoLC)fst01423914
700 1 $aBarr, D. I. H.
710 2 $aHR Wallingford (Firm)
776 08 $iPrint version:$tTables for the hydraulic design of pipes, sewers and channels.$b7th ed.$dLondon : Thomas Telford, 1998$w(DLC) 98204432$w(OCoLC)38885329
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio11523699.001$zACADEMIC - Civil Engineering & Construction Materials
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio11523699.002$zACADEMIC - Civil Engineering & Construction Materials
852 8 $blweb$hEBOOKS