| Record ID | marc_oregon_summit_records/catalog_files/osu_bibs.mrc:720023167:1388 |
| Source | Oregon Libraries |
| Download Link | /show-records/marc_oregon_summit_records/catalog_files/osu_bibs.mrc:720023167:1388?format=raw |
LEADER: 01388cam a2200373 a 4500
001 7419347
003 OR
008 951220s1980 vaua b f000 0 eng d
035 $a10746402
040 $aAED$cAED$dGPO$dMvI
043 $al------
049 $aOREU
074 $a334-A-24 (MF)
086 0 $aD 103.42/10:80-8
090 $aTC223$b.U52 no.80-8
090 $aTC223$b.U52 no.80-8
100 1 $aGrosskopf, William G.
245 10 $aCalculation of wave attenuation due to friction and shoaling :$ban evaluation /$cby William G. Grosskopf.
260 $aFort Belvoir, Va. :$bU.S. Army, Corps of Engineers, Coastal Engineering Research Center ;$aSpringfield, Va. :$bNational Technical Information Service, Operations Division [distributor,$c1980]
300 $a15 p. :$bill. ;$c28 cm.
490 1 $aTechnical paper ;$vno. 80-8.
500 $aCover title.
500 $a"October 1980."
504 $aBibliography: p. 15.
650 0 $aBanks (Oceanography)$zAtlantic Ocean.
650 0 $aWater waves.
710 2 $aCoastal Engineering Research Center (U.S.)
830 0 $aTechnical paper (Coastal Engineering Research Center (U.S.)) ;$vno. 80-8.
907 $a.b16815592$bmulti$c-
902 $a050527
998 $b1$c981001$dm$ea$f-$g0
999 $a19980309153426.0
945 $lvcp $aTC223$b.U52$d120143286942$e1$uno.80
945 $lhgeg $aTC223$b.U52$d120141275228$e2$uno.80-8