| Record ID | ia:approximateupper00ahre |
| Source | Internet Archive |
| Download MARC XML | https://archive.org/download/approximateupper00ahre/approximateupper00ahre_marc.xml |
| Download MARC binary | https://www.archive.org/download/approximateupper00ahre/approximateupper00ahre_meta.mrc |
LEADER: 01236cam 2200337Ia 45x0
001 68991
005 20090616133741.0
008 880610e198805 msua tb f000 0 eng d
035 $a(OCoLC)ocm18066497
035 $a(OCoLC)18066497
040 $aAFM$cAFM$dMBW
090 $aTA7$b.W34 no.CERC-88-5
090 $aGB450$b.T45 no.CERC-88-5
049 $aMBWD
100 1 $aAhrens, John.
245 10 $aApproximate upper limit of irregular wave runup on riprap /$cby John P. Ahrens, Martha S. Heimbaugh.
260 $aVicksburg, Miss. :$bU.S. Army Engineer Waterways Experiment Station ;$aSpringfield, Va. :$bavailable from National Technical Information Service,$c1988.
300 $a27, [2] p. :$bill. ;$c28 cm.
440 0 $aTechnical report ;$vCERC-88-5
513 $aFinal report.
500 $aCover title.
500 $a"May 1988."
504 $aBibliography: p. 27.
650 0 $aOcean waves.
650 0 $aEmbankments.
700 1 $aHeimbaugh, Martha S.
710 2 $aU.S. Army Engineer Waterways Experiment Station.
710 1 $aUnited States.$bArmy.$bCorps of Engineers.$bDetroit District.
710 1 $aUnited States.$bArmy.$bCorps of Engineers.
710 2 $aCoastal Engineering Research Center (U.S.)
994 $aX0$bMBW