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005 20160121100809.0
024 8 $aGOVPUB-C13-4a87f17c41a858b4540eaa5e88d6bbc6
035   $a(CKB)5470000002476567
035   $a(OCoLC)935500022
035   $a(EXLCZ)995470000002476567
100   $a20160121d1981      ua             0
101 0 $aeng
181   $2rdacontent
182   $2rdamedia
183   $2rdacarrier
200 10$aPrediction of the hydraulic jump location following a change of slope in a partially filled drainage pipe /$fJ. A. Swaffield
210  1$aGaithersburg, MD :$cU.S. Dept. of Commerce, National Institute of Standards and Technology,$d1981.
215   $a1 online resource
225 1 $aNBSIR ;$v81-2367
300   $a1981.
300   $aContributed record: Metadata reviewed, not verified. Some fields updated by batch processes.
300   $aTitle from PDF title page.
320   $aIncludes bibliographical references.
700   $aSwaffield$b J. A$0728148
701   $aSwaffield$b J. A$0728148
712 02$aUnited States.$bNational Bureau of Standards.
801  0$bNBS
801  1$bNBS
801  2$bGPO
906   $aBOOK
912   $a9910710271803321
996   $aPrediction of the hydraulic jump location following a change of slope in a partially filled drainage pipe$93504720
997   $aUNINA