LEADER 01881oam 2200445Ia 450 001 9910699058803321 005 20120821091410.0 035 $a(CKB)5470000002399297 035 $a(OCoLC)430967366 035 $a(EXLCZ)995470000002399297 100 $a20090818d2009 ua 0 101 0 $aeng 135 $aurmnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aRegression equations for estimation of annual peak-streamflow frequency for undeveloped watersheds in Texas using an L-moment-based, PRESS-minimized, residual-adjusted approach$b[electronic resource] /$fby William H. Asquith and Meghan C. Roussel ; in cooperation with the Texas Department of Transportation 210 1$aReston, Va. :$cU.S. Geological Survey,$d2009. 215 $a1 online resource (v, 48 pages) $cillustrations 225 1 $aScientific investigations report ;$v2009-5087 300 $aTitle from PDF title screen (viewed Aug. 18, 2009). 300 $a"Texas Department of Transportation Research Report 0-5521-1." 320 $aIncludes bibliographical references (pages 26-28). 606 $aStream measurements$zTexas 606 $aFloodplain management$zTexas 606 $aWatershed management$zTexas 615 0$aStream measurements 615 0$aFloodplain management 615 0$aWatershed management 700 $aAsquith$b William H$01387538 701 $aRoussel$b Meghan C$01390917 712 02$aTexas.$bDepartment of Transportation. 712 02$aGeological Survey (U.S.) 801 0$bGPO 801 1$bGPO 801 2$bGPO 906 $aBOOK 912 $a9910699058803321 996 $aRegression equations for estimation of annual peak-streamflow frequency for undeveloped watersheds in Texas using an L-moment-based, PRESS-minimized, residual-adjusted approach$93444087 997 $aUNINA