LEADER 00873nam0-22003131i-450- 001 990007537580403321 005 20070305120129.0 035 $a000753758 035 $aFED01000753758 035 $a(Aleph)000753758FED01 035 $a000753758 100 $a20030814d1962----km-y0itay50------ba 101 0 $aspa 102 $aES 105 $ab-------001yy 200 1 $a<>Sahara Espanol$fF. Hernàndez Pacheco, J. M. Cordero Torres 210 $aMadrid$cDiana$d©1962 215 $a178 p.$cill.$d18 cm 225 1 $aEmpresas Politicas$v4 610 0 $aSahara 700 1$aHernández-Pacheco,$bFrancisco$f<1899-1976> 702 1$aCordero Torres,$bJosé Maria 801 0$aIT$bUNINA$gRICA$2UNIMARC 901 $aBK 912 $a990007537580403321 952 $aF-08-003$bI.G. 8197$fILFGE 959 $aILFGE 996 $aSahara Espanol$9684830 997 $aUNINA LEADER 01634oam 2200481 450 001 9910706807503321 005 20180322112153.0 035 $a(CKB)5470000002459397 035 $a(OCoLC)896810566 035 $a(OCoLC)995470000002459397 035 $a(EXLCZ)995470000002459397 100 $a20141123d1978 ua 0 101 0 $aeng 135 $aurmn||||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aHydraulic geometry of river cross-sections $etheory of minimum variance /$fby Garnett P. Williams 210 1$aWashington :$cUnited States Department of the Interior, Geological Survey,$d1978. 215 $a1 online resource (iv, 47 pages) $cillustrations 225 1 $aGeological Survey professional paper ;$v1029 300 $aTitle from title screen (viewed October 6, 2014). 320 $aIncludes bibliographical references (pages 34-35). 517 $aHydraulic geometry of river cross-sections 606 $aChannels (Hydraulic engineering) 606 $aRiver channels 606 $aChannels (Hydraulic engineering)$2fast 606 $aRiver channels$2fast 615 0$aChannels (Hydraulic engineering) 615 0$aRiver channels. 615 7$aChannels (Hydraulic engineering) 615 7$aRiver channels. 700 $aWilliams$b Garnett P.$01387668 712 02$aGeological Survey (U.S.), 801 0$bCOP 801 1$bCOP 801 2$bOCLCO 801 2$bOCLCF 801 2$bGPO 906 $aBOOK 912 $a9910706807503321 996 $aHydraulic geometry of river cross-sections$93488157 997 $aUNINA