Laserfiche WebLink
• <br /> <br />tf ttittttittifitittti tf tttitttf itiittttiitttti <br />fttfttiitf ttitttttiititttiltittf tfit tiltf ifttt <br />tt ti <br />•• JUNCTION 1 , BRANCH 1 , STRUCTURE 1 •• <br />•• NULL STRUCTURE •• <br />•• Junction 1 Branch 1 •• <br />ss ss <br />ittttitf ittifitf ttittif titifititttiitf tttf tttt <br />fittffttittf tlttiit if tttttitf tiff ttitittititti <br />fitttittittttf tttt tffitttttittitttiif tf tttititittit/tti tiittttttittitf itittf to <br />t f <br />• SUBWATERSHED INFORMATION 1 <br />s 1 <br />itttttti titiitftttttii tfftttifitff tttitif itiiti tf ltttitititttiittif of itiitt ffl__ <br />i f <br /> HYDRAULIC INPUT VALUBS 1 <br /> 1 <br />• WATBR ARBA CURVB TC TT ROUTING COEF'S UNIT HYDRO 1 <br />• SHED (acre) NUMBER (hr) (hr) H-(hr) X RESPONSE 1 <br /> <br />• 1 421.49 78.00 0.471 0.000 0.000 0.000 MED ~ <br />t , <br />• <br />• COMPUTED VALUBS FOR INDIVIDUAL WATERSHEDS <br />s <br />• PEAK FLON RUNOFF <br />• WATHRSHSD (cia) (inches) <br />•--------------------------------------------------------------------------- --1 <br />• 1 508.998 2.048 1 <br />• <br />flit iittfifiti it tlttfitttiiiit if itftitiittttittf ttfttitttf itffff it ttt of itii f tl <br /> <br />• <br />6 <br />