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<br />REV PC IJ9J83( .2) <br /> <br />3/15199) EXISTING IDVIT!OOS 2, 10 & loo-YR/24-HR/TYPE II STCJ!M EVENT <br /> <br />PAGE 2 <br /> <br /> EXEWTlVE IDnROlIJ'EAATlOO INCREM RE!XRD 10 <br />+ MAIN TIlE INCReoENT " .05 HClRS <br /> EXEWT IVE romn. IJ'EAATlIJj Wf'IJT RE!XRD 10 <br />+ fR()I XSECT IIJj <br />+ TO XSECTI IJj 1 <br /> STARTING TIlE = .00 RAIN DEPTH " 4.20 RA I N Dl..RA TI()j" 1.00 RAIN TABLE NO." 2. ANT. MOIST. Coo= 2 <br /> ALTERNATE NO.= 1 STCRM NO.= 1 MAIN TIlE INCREMENT = .05 HlLRS <br /> CPERA TI ()j Rlt.'OFF CReSS SECT I CH <br /> aJTFur HYDROORAPH= 1 <br /> MfA= .00 &:I HI INPUT Rlt.OFF a.RVE= 93. TIlE OF IDJCENTRATlOO= .10 HlLRS <br /> INTERNAL II'IDRCX:AAPH T lIE INCREJoENT = .0133 HlLRS <br /> PEAK TI lie (HRS) PEAK OISCHARGE(CFS) PEAK ELEVATION(FEET) <br /> 11.96 1.99 (RLNOFf) <br /> TlJ>E(HRS) FIRST HYDROGRAPH POINT." .00 OOJRS TIlE INCREMENT " . 05 HOJRS ORAl NAIJE AREA = .00 &:I.MI. <br /> . 4.00 OISCHG .00 .00 .00 .00 .00 .00 .00 .00 ,01 .01 <br /> 4.50 DISCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 <br /> 5.00 DISCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 <br /> 5.50 OISCHG .01 .01 .01 .01 .01 .01 .01 ,01 .01 .01 <br /> 6.00 OISCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .02 <br /> 6.50 OISCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 <br /> 7.00 DfSCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 <br /> 7.50 DISCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 <br /> 8.00 DISCHG .02 .02 ,02 .02 .02 .03 .03 .03 .03 .03 <br /> 8.50 DtSCHG .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 <br /> 9.00 DISCHG .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 <br /> 9.50 DISCHG .04 .04 .04 ,04 .05 .05 .05 .05 .05 .05 <br /> 10.00 DISCHG .05 .05 .05 .05 .05 .05 .o,s .06 .o,s .07 <br /> 10,50 DISOIG .07 .07 .00 .08 .08 .08 .fE .10 .10 .10 <br /> 11.00 DISCHG .11 .It .12 ,12 .13 .13 .14 .15 .16 .16 <br /> 11.50 DISCHG .16 .29 .53 .63 .67 .ff} 1.00 1.59 1.82 1.91 <br /> 12.00 DISOIG 1.95 1.53 .74 .44 .35 .33 .29 .23 .21 .21 <br /> 12.50 DISOIG .20 .19 .18 .17 .17 .17 .16 .14 .13 .13 <br /> 13.00 OISOlG .13 .13 .11 .11 .11 .11 .11 .10 .10 .10 <br /> 13.50 DISCHG .10 .fE .00 .08 .08 .08 .00 .08 .07 .07 <br /> 14.00 OISCHG .07 .07 .07 .07 .07 .07 .o,s .06 .o,s .06 <br /> 14.50 DISCHG .o,s .o,s . .05 .05 .05 .05 .05 .05 .05 .05 <br /> Rlt.'OF F \ltLLfIiE M!iNE BASEFLaJ " 2.81 WlTERSHED INCHES, 1.27 CFS-HRS, .10 ACRE- FEET; BASEFLW = .00 CFS <br />EXEWTIVE ~TROl CPERATI()j Em1M' RE!XRD ED <br />+ !XKUTATlOOS CJH>LETED FCR PASS 2 <br /> <br />TR20 XEQ 03-15-99 11;02 <br />REV PC fE/83( .2) <br /> <br />SPEEmI>.Y SIJ'ERAIo'ERICA, ROSEVILLE, MINNESOTA <br />3/15199) EXISTING IDVIT!OOS 2, 10 & 100-YR/24-1IR/TYPE II STCRM EVENT <br /> <br />JOO 1 PASS 3 <br />PAGE 3 <br /> <br />EXEWT [VE IDJTRCl. CPERATlIJj INCREM <br />+ <br /> <br />RE!XRD I D <br /> <br />MAIN TIlE INCREfoENT:: .05 HlLRS <br /> <br />EXEWT[VE ~TROl CPERATlOO ctM>UT REIXRD 10 <br />+ FRCM XSECTIOO <br />+ TO XSECTI()j 1 <br />STARTING TlJoE = .00 RAIN DEPTH = 5.90 RAIN Dl..RATI()j" 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COO:: 2 <br />ALTERNATE NO.= 1 STCRM NO.= 1 MAIN TIlE INCREMENT = .05 HlLRS <br /> <br />CPERATlOO RlNOFF CReSS SECTJOO <br />WTPUT HYDRCX:.RAPH" 1 <br />AREA= .00 50 MI INPUT Rlt.OFF aJRVE= 93. TIlE OF IDJCENTRATlOO:: .10 !fiRS <br />INTERNAL HYDROGIAPH mE INCREMENT" .0133 HlLRS <br /> <br />PEAK TlIE(HRS) <br />11.98 <br /> <br />PEAK DISCHARGE(CFS) <br />2_89 <br /> <br />PEAK ELEVATION(FEET) <br />(RltJOFF) <br />