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<br />REV PC 09/83<.2) <br /> <br />3/15/99) EX[STING IXWITIOOS 2, 10 & 1oo-YR/2l,-IIR/TYPE II STmM EVENT <br /> <br />PAGE 2 <br /> <br />EXEOJTIVE CctURa.. CPERATIOO INCR&I <br />+ <br /> <br />REa:RD [D <br /> <br />MAIN TI/oE INCRE/oENT = .05 IO..RS <br /> <br />EXEOJTI\1: CCNTRa.. CPERATlOO (Df>UT REa:RD ID <br />+ fR()I XSECT 100 <br />+ TO XSECTIOO 1 <br />STARTING Tlt-E '" .00 RAIN DEPTH = 4.20 RAIN DtRATlOO= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. coo= 2 <br />ALTERNATE 00.= 1 STCR>1 t-D.= 1 MAIN TI!oE INCREMENT" .05 HClRS <br /> <br />eJ'fRATlCN IUl>FF CROSS SECT ICN <br /> OJTPUT HYDROOW'H= 1 <br /> AREA: .00 SQ HI INPUT RltJOFF a..RVE= 93. Tlt-E OF CDJCENTRATIOO= . 1 0 IIClRS <br /> INTERNAl HYDROOW'II TI/oE INCREMENT" .0133 f(U!S <br /> PEAK TI 11: (tR.S) PEAK DISCHARGE (CFS) PEAK ElEVAT[OO(FEET) <br /> 11.98 1.99 ( RU.JOfF) <br />TltoE(HRS) FIRST IIYDROORAPH POINT" . 00 ID..RS TIlE INCREJoENT = .05 HClRS DRAINAl1': AREA = .00 SO.MI. <br />4.00 DISCHG .00 .00 .00 .00 .00 .00 .00 .00 .01 .01 <br />4.50 DISOIG .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 01 SCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 <br />6.00 OISCIIG .01 .01 .01 .01 .01 .01 .01 .01 .01 .02 <br />6.50 DISCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 <br />7.00 OISCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 <br />7.50 OISCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 <br />8.00 01 SCHG .02 .02 .02 .02 .02 .03 _03 .03 .03 .03 <br />8.50 01 SCHG .03 .03 .CB .03 .CI3 .03 .03 .03 .03 .03 <br />9.00 DISOIG .03 .03 .04 .04 .04 .04 .01. .04 .04 .04 <br />9.50 DISCIiG .04 .04 .04 .04 .05 .05 .05 .05 .05 .05 <br />10.00 DISCHG .05 .05 .05 .05 .05 .05 .06 .06 .06 .07 <br />10.50 DISCHG .07 .07 .00 .08 .08 .08 .00 .10 .10 .10 <br />11.00 01 SCliG .11 .11 .12 .12 .13 .13 .14 .15 .16 .16 <br />11.50 OISCliG .16 .29 .53 .63 .67 .Y} 1.00 1.59 1.82 1.91 <br />12.00 DISOIG 1.95 1.53 .74 .44 .35 .33 .2<J .23 .21 .21 <br />12.50 DISOIG .20 .19 .18 .17 .17 .17 .16 .11. .13 .13 <br />13.00 OISCHG .13 .13 .11 .11 .11 .11 .11 .10 .10 ,10 <br />13.50 OISCIIG .10 .09 .00 .08 ,08 .08 .00 .08 .07 .07 <br />14.00 OISCHG .07 .07 .07 .07 .07 .07 .06 .06 .06 .06 <br />11..50 OISCHG .06 .06 .05 .05 .05 .05 .175 .05 .05 .05 <br />IUl>Ff 'llttLH ABO.IE BASEFlOol = 2.81 ~TERSHED [NCIIES, 1.27 CFS-IIRS, .10 ACRE-FEET; BASEFlGl = .00 CFS ---_._-~ <br />EXEOJTIVE CCNTROL CPERATICN E/I)()P REa:RD ID <br />+ IDf'UTATlCNS CDPlETED FOO PA5S 2 <br /> <br />TR20 XEQ 03.15.99 11:02 <br />REV PC 09/83( .2) <br /> <br />SPEmIIY SU'ERAI'ER[rA, ROSEVlllE, MINNESOTA <br />3/15199) EXISTING exwITIOOS 2, 10 & 100-YR!2t,-HR/TYPE II ST~ EVENT <br /> <br />JOO 1 PASS 3 <br />PAGE 3 <br /> <br />EXEOJTI\1: O)jTROL eJ'fRATlOO !I.jCREM <br />+ <br /> <br />REam ID <br /> <br />Io'AIN TIlE INCREJENT = .05 HClRS <br /> <br />EXEOJTIVE O)jTRa.. CPERATlCN IDf'UT RECCRD [D <br />+ FRaoI XSECT I (}I <br />+ TO XSECT!(}I 1 <br />STARTING TItoE = .00 RAIN DEPTH = 5.90 RAIN DtRATIOO= 1.00 RAIN TABLE t-D.= 2 ANT. MO[ST, coo= 2 <br />ALTERNATE t-D.= 1 STOOM 1eI.= 1 Io'AIII TIlE INCREMENT" .05 OClRS <br /> <br />a>ERATlOO IUl>FF CRa;S SECTIGI <br />wrPUT HYDROORAPH= 1 <br />AREA= .00 sa HI INPUT IU()FF a.RVE= 93. TlfJE OF CCNCENTRATlOO= .10 ID..RS <br />INTERNAL HYD~ mE INCRBoENT= .0133 ID..RS <br /> <br />PEAK TI!1:(HRS) <br />11.98 <br /> <br />PEAK OISCHARGE(CFS) <br />2.89 <br /> <br />PEAK ElEVATICN(FEET) <br />(R\.}J()ff) <br />