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100   $a20101110d1997      ua             0
101 0 $aeng
135   $aurbn|||||||||
181   $ctxt$2rdacontent
182   $cc$2rdamedia
183   $acr$2rdacarrier
200 10$aFull equations utilities (FEQUTL) model for the approximation of hydraulic characteristics of open channels and control structures during unsteady flow /$fby Delbert D. Franz and Charles S. Melching ; prepared in cooperation with the Du Page County Department of Environmental Concerns and Illinois Department of Natural Resoures, Office of Water Resources
210  1$aUrbana, Illinois :$cU.S. Geological Survey,$d1997.
215   $a1 online resource (v, 205 pages) $cillustrations
225 1 $aWater-resources investigations report ;$v97-4037
320   $aIncludes bibliographical references (pages 154-155).
517   $aFull equations utilities 
606   $aUnsteady flow (Fluid dynamics)$xComputer programs
606   $aHydraulic structures$xComputer programs
606   $aChannels (Hydraulic engineering)$xComputer programs
606   $aChannels (Hydraulic engineering)$xComputer programs$2fast
606   $aHydraulic structures$xComputer programs$2fast
606   $aUnsteady flow (Fluid dynamics)$xComputer programs$2fast
615  0$aUnsteady flow (Fluid dynamics)$xComputer programs.
615  0$aHydraulic structures$xComputer programs.
615  0$aChannels (Hydraulic engineering)$xComputer programs.
615  7$aChannels (Hydraulic engineering)$xComputer programs.
615  7$aHydraulic structures$xComputer programs.
615  7$aUnsteady flow (Fluid dynamics)$xComputer programs.
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$bGIS
801  2$bOCLCQ
801  2$bOCLCO
801  2$bOCLCF
801  2$bOCLCQ
801  2$bCOP
801  2$bOIP
801  2$bGPO
906   $aBOOK
912   $a9910716012303321
996   $aFull equations utilities (FEQUTL) model for the approximation of hydraulic characteristics of open channels and control structures during unsteady flow$93456442
997   $aUNINA