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035   $a(CKB)5470000002524077
035   $a(OCoLC)681449591$z(OCoLC)622063582$z(OCoLC)667882414$z(OCoLC)984765415$z(OCoLC)1153329336
035   $a(OCoLC)995470000002524077
035   $a(EXLCZ)995470000002524077
100   $a20101115d1997      ua             0
101 0 $aeng
135   $aurbn|||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aFull Equations (FEQ) model for the solution of the full, dynamic equations of motion for one-dimensional unsteady flow in open channels and through control structures /$fby Delbert D. Franz and Charles S. Melching ; prepared in cooperation with the Du Page County Department of Environmental Concerns and Illinois Department of Natural Resources, Office of Water Resources
210  1$aMountain View, California ; Urbana, Illinois :$cU.S. Geological Survey,$d1997.
215   $a1 online resource (viii, 258 pages) $cillustrations, map
225 1 $aWater-resources investigations report ;$v96-4240
320   $aIncludes bibliographical references (pages 206-207).
517   $aFull Equations 
606   $aStreamflow$xComputer simulation
606   $aChannels (Hydraulic engineering)$xComputer simulation
606   $aRiver channels$xComputer simulation
606   $aChannels (Hydraulic engineering)$xComputer simulation$2fast
606   $aRiver channels$xComputer simulation$2fast
606   $aStreamflow$xComputer simulation$2fast
615  0$aStreamflow$xComputer simulation.
615  0$aChannels (Hydraulic engineering)$xComputer simulation.
615  0$aRiver channels$xComputer simulation.
615  7$aChannels (Hydraulic engineering)$xComputer simulation.
615  7$aRiver channels$xComputer simulation.
615  7$aStreamflow$xComputer simulation.
700   $aFranz$b Delbert D.$01396398
702   $aMelching$b Charles S.
712 02$aGeological Survey (U.S.),
712 02$aDu Page County (Ill.).$bDepartment of Environmental Concerns.
712 02$aIllinois.$bOffice of Water Resources.
801  0$bOCLCE
801  1$bOCLCE
801  2$bOCLCQ
801  2$bOCLCF
801  2$bOCLCQ
801  2$bOCLCO
801  2$bOCLCQ
801  2$bCOP
801  2$bGPO
906   $aBOOK
912   $a9910716609303321
996   $aFull Equations (FEQ) model for the solution of the full, dynamic equations of motion for one-dimensional unsteady flow in open channels and through control structures$93527165
997   $aUNINA