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<br />. <br /> <br />. <br /> <br />, <br />, <br /> <br />. <br /> <br />HEC-RA$ Version 3.0.1 Mar 2001 <br />U.S. Anny Corp of Engineers <br />Hydrologic Engineering Center <br />609 Second Street, Suite D <br />Davis, California 95616-4681 <br />(916) 756-1104 <br /> <br />x , XXX,XX )(XXl{ XXXX XX XXXX <br />x , , X , , X X X X <br />X , , , , X X X X <br />xxxxxxx xxxx X XXX xxxx xxxxxx XXXX <br />, , , X , , X , X <br />X , X X X , , , , X <br />X X xxxxxx xxxx , X X , XXXlO{ <br /> <br />PROJECT Dl'LTA <br />Project Title: Pawnee Overflow Channel - V Channel <br />Project File propVchan.prj <br />Run Date and Time: 10/26/01 1:51:36 PM <br /> <br />Project in English units <br /> <br />PLAN DA'TA <br /> <br />Plan Title: Pawnee Overflow Channel <br />Plan File p:\P\99045str\hecras\New Channel\propVchan.p02 <br /> <br />Geometry Title: Pawnee Overflow - Proposed channel <br />Geometry File p:\P\9904Sstr\hecras\New Channel\propVchan q01 <br /> <br />Flew 'Title <br />Flow File <br /> <br />FEMA Flows <br />p;\P\99045str\hecras\New Channel\propVchan f02 <br /> <br />Plan S=ary Information: <br />Number of: Cross Sections = 71 <br />Culverts 0 <br />Bridges 2 <br /> <br />Mulitple Openings <br />Inline Weirs <br /> <br />o <br />o <br /> <br />Computational Information <br />l'Iater surface calculation tolerance = <br />Critical depth calculaton tolerance <br />Maximum number of interations <br />Maximum difference tolerance <br />Flow tolerance factor <br /> <br />0.003 <br />0,003 <br />20 <br />0,1 <br />0.001 <br /> <br />Computation Options <br />Critical depth computed only where necessary <br />Conveyance Calculation Method: At breaks in n values only <br />friction Slope Method: Average Conveyance <br />Computational Flow Regime: Subcritical Flow <br /> <br />FLOW DATA <br /> <br />Flow Title: fEMA flows <br />Flow File p:\P\9904Sstr\hecras\New Channel\propVchan.f02 <br /> <br />Flow Data {cfs} <br /> <br />River Reach RS <br />Pawnee Cverflow Flood Control Ch12aaa <br /> <br />SOO-Year <br />5000 <br /> <br />100-Year <br />5000 <br /> <br />Bo~ndary Cond~tions <br /> <br />River <br /> <br />Reach <br /> <br />Profile <br /> <br />Gpstream <br /> <br />Pa~~ee Overflow Flood Control ChSOO-Year <br /> <br />GE::JMETRY PATl'. <br /> <br />Geometry Title: Pawnee Overflow - Proposed channel <br />GeODl€try File: p:\P\99045str\hecras\New Chann€l\propVchan gOl <br /> <br />CRess SE:::TI:JN "IVER: Pawnee Overflow <br />REACH: Flood :::cntrcl C:J. RS: 12000 <br /> <br />INPTj';' <br />:Jescr~pt:on: Sta 120+00, <br />StatIon E~evation Data <br />Sta E~€v Sta <br />75. ~ 22, DE <br /> <br />tra:lSltlon, cr.ange s~ope <br /> <br />." begi:l <br />num= <br />Elev <br />67.94 <br /> <br />Ele.... Sta <br />67.74 102.03 <br /> <br />El€,l <br />(7.94 <br /> <br />0<0 <br />E2,08 <br /> <br />~24 .16 <br /> <br />oe" <br /> <br />50-Year <br />2400 <br /> <br />Downstream <br /> <br />Normal S = .002 <br /> <br />E~e.... <br /> <br />75.3 <br /> <br />la-Year <br />1250 <br /> <br />f/1,fhfU, f,O"tilu. rU", <br />