Laserfiche WebLink
<br />EXEOJT[VE CDlTRa.. a>ERATI(}j INCREM <br />+ <br /> <br />REOCRD [D <br /> <br />MAIN TIME INCRE!1:NT = .05 HO..RS <br /> <br />EXEOJT [VE CDlTRa.. CPERA TI GI CIM'UT REOCRD I D <br />+ fR()I XSECT I CN <br />+ TO XSECT!GI 1 <br />STARTING TIlE = .00 RAIN DEPTH = 4.20 RA[N DLRATlCN= 1.00 RAIN TABLE 00.= 2 ANT. MOIST. coo= 2 <br />ALTERNATE 00.= 1 STC0! 00.= 1 MAIN TIME INCREMENT = .05 HO..RS <br /> <br />CPERATICN RLNOFF CROSS SECTICN <br />OJTPUT HYDROOAAPH= 1 <br />AREA= .00 SCI HI INPUT RLNOFF Q.RVE= 91. TIlE OF CDlCENTRATlGI= .10 ID..RS <br />INTERNAL HYDRCX:'iWH T[IIe INCREMENT= .0133 IOJRS <br /> <br />PEAK TI IE {IRS} <br />11.98 <br /> <br />PEAK DISCHARGE(CFS) <br />1.92 <br /> <br />PEAK ELEVATIGI( FEET) <br />(RlIDFF) <br /> <br />TlP'C(HRS) FIRST HYDROORAPH POINT = .00 ID..RS TIME INCREMENT = .05 HCl..RS DRAINAGE AREA = .00 SO.MI. <br />5.00 DISCHG .00 .00 .00 .00 .00 .()() .00 .00 .00 .01 <br />5.50 DISCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 <br />6.00 D/SCHG .01 .D1 .01 .01 .01 .01 .01 .01 .01 .01 <br />6.50 DISCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 <br />7.00 DISCHG .01 .01 .01 .01 .01 .01 .01 .01 .01 .01 <br />7.50 DISCHG .01 .01 .01 .01 .01 .01 .01 .02 .02 .02 <br />8.00 DISCHG .02 .02 .02 .02 .02 .02 .02 .02 .02 .02 <br />8.50 DISCHG .02 .02 .02 .02 .03 .03 .03 .03 .03 .03 <br />9,00 DISCHG .03 .03 .03 .03 .03 .03 .03 .03 .03 .03 <br />9.50 DISCHG .03 .03 .04 .04 .04 .04 .04 .04 .04 .04 <br />10.00 D I SCHG .04 .04 .04 .05 .05 .05 .05 .05 .06 .06 <br />10.50 DISCHG .06 .06 .07 .07 .07 .07 .08 .09 .00 .09 <br />H.OD DISCHG .00 .10 .11 .11 .11 .11 .12 .14 .14 .14 <br />11.50 DISCHG .15 .27 .49 .58 .02 .64 .94 1.50 1.74 1.84 <br />12.00 DISCHG 1.89 1.48 .71 .43 .34 .32 .28 .23 .21 .20 <br />12.50 DISCHG .20 .19 .17 .17 .16 .16 .15 .14 .13 .13 <br />13.00 DISCHG .13 .12 .11 .11 .11 .11 .10 .10 .00 .00 <br />13.50 DISCHG .00 .09 .08 .08 .08 .08 .08 .07 .07 .07 <br />14.00 DISCHG .07 .07 .07 .07 .06 .06 .06 .06 .06 .06 <br />14.50 DISCHG .06 .06 .05 .05 .05 .05 .05 .05 .05 .05 <br />RLNOFF I.o..u-E APOJE BASEFlaJ = 2.61 ~TERSHED INCHES, 1.18 CFS-HRS, .10 ACRE - FEET; BASCFLW = .00 CFS <br />EXEOJTIVE CDlTRa.. CPERATlCN OOCM> RErmD 10 <br />+ aJ.1PJTATICNS !XJ.PlETED FOO: PASS 2 <br /> <br />------...,~ <br /> <br />TR20 )(EQ 03-15-99 11:03 <br />REV PC 00/53( .2) <br /> <br />SPEEOWIY SlPERAl-ERICA, ROSEVllLE, MINNESOTA <br />3/15/99) PRcrosED aIDlTlOOS 2, 10 & 1oo.YR/24-HR/TYPE II STCRM EVENT <br /> <br />JOO 1 PASS 3 <br />PAGE 3 <br /> <br />EXEOJTIVE CDlTRa.. CPERATICN INCREM <br />+ <br /> <br />REOCRD ID <br /> <br />MAIN TIME INCREIENT = .05 In.RS <br /> <br />EXEOJT I VE CDlTRa.. a>ERA T! (}.j CXM'UI' RECCRD ID <br />+ FRO-! XSECTlCN <br />+ TO XSCCTlCN 1 <br />STARTING TIME = .00 RAIN DEPTH = 5.90 RAIN DlRATlGI= 1.00 RAIN TABLE NO.= 2 ANT. MOIST. COO= 2 <br />ALTERNATE 00.= 1 STC0! 00.= 1 MAIN TIME INCREMENT = .05 HClRS <br /> <br />a>ERATlCN RLNOFF CROSS SECTICN <br />OJTPUT HYDROOWH= 1 <br />AREA= .00 sa HI INPUT RLNOFF a.RVE= 91. TItlE Of CDlCENTRATlCN= .10 HO..RS <br />INTERNAL HYDROOW'H TItlE INCREMENT= .0133 IOJRS <br /> <br />PEAK TlIE(HRS) <br />11.98 <br /> <br />PEAK DISCHARGE(CFS) <br />2.82 <br /> <br />PEAK ElEVATICN(FEET) <br />(RLNOFF) <br /> <br />TlIE(HRS) <br />3,50 <br />4.00 <br />4.50 <br /> <br />FIRST HYDROGRAPH POINT = <br />DISCI1G .00 .00 <br />DISCHG .01 .01 <br />D[SCHG .01 .01 <br /> <br />.00 ID..RS <br />.00 <br />.01 <br />.01 <br /> <br />TIME INCREMENT = .05 ID..RS <br />.00 .00 .00 .00 <br />.01 .01 .01 .01 <br />.01 .01 .01 .01 <br /> <br />DRAINAGE AREA = <br />.00 .01 <br />.01 .01 <br />.01 .01 <br /> <br />.00 9)./>11. <br />.01 <br />.01 <br />.01 <br />