Laserfiche WebLink
<br />.- <br />i <br />. 10 <br />ID <br />10 <br /> * <br /> * <br /> * <br /> * <br /> * <br /> * <br /> * <br /> IT <br /> 10 <br /> * <br /> * <br /> JR <br /> * <br /> <br /> KK <br /> KM <br /> BA <br /> * <br /> PB <br /> * <br /> IN <br /> PC <br /> PC <br />. PC <br />PC <br />PC <br /> PC <br /> PC <br /> PC <br /> PC <br /> PC <br /> * <br /> LS <br /> * <br /> UD <br /> * <br /> *. <br /> KK <br /> KM <br /> BA <br /> PB <br /> LS <br /> UD <br /> * <br /> * <br /> <br />e <br /> <br />OAK CREEK BASIN FLORENCE, CO <br />100-YR, 24-HR RAINFALL FROM NOAA ATLAS 2 <br />JUNE 2000--LISA A. DEBETTIGNIES <br /> <br />MULTI-BASIN MODEL - MODELED WITH SCS DIMENSIONLESS UNIT HYDROGRAPH <br /> <br />HYETOGRAPH IS SCS TYPE II <br />UNIT HYDROGRAPHS FROM KIRPICH Tc <br />Tc ~ 0.0078 * L^. 77 * S^-. 385 AND "TLAG" O. 6*Tc <br />LOSS RATES ARE SCS CURVE NUMBER <br />15 30JUNOO 0015 300 <br />5 <br />PRECIPITATION RATIO OF 100-yr 24-hr RAINFALL 50-, 25-, 10-, 5-, and 2-yr <br />100 50 25 10 5 2 <br />PREC 1. 0 .900 .817 .700 .578 .443 <br /> <br />* DIAGRAM <br />* <br /> <br />MOC-P MAIN OAK CREEK (UPPER WATERSHED JUST NORTH OF SILVER PARK CREEK) <br />COMPUTE RUNOFF HYDROGRAPH FOR SUBAREA MOC-P <br /> <br />6.98 <br />TOTAL 100-YR 24-HR RAINFALL <br />4.06 <br />RAINFALL PATTERN IS SCS TYPE II <br />15 <br />0 .0020 .0050 .0080 .0110 .0140 .0170 .0200 .0230 .0260 <br />.0290 .0320 .0350 .038 .0410 .0440 .0480 .0520 .0560 .0600 <br />.0640 .0680 .0720 .0760 .0800 .0850 .0900 .0950 .1000 .1050 <br />.1100 .1150 .1200 .1260 .1330 .1400 .1470 .1550 .1630 .1720 <br />.1810 .1910 .2030 .2180 .2360 .2570 .2830 .3870 .6630 .7070 <br />.7350 .7580 .7760 .7910 .8040 .8150 .8250 .8340 .8420 .8490 <br />.8560 .8630 .8690 .8750 .8810 .8870 .8930 .8980 .9030 .9080 <br />.9130 .9180 .9220 .9260 .9300 .9340 .9380 .9420 .9460 .9500 <br />.9530 .9560 .9590 .9620 .9650 .9680 .9710 .9740 .9770 .9800 <br />.9830 .9860 .9890 .9920 .9950 .9980 1 1 1 1 <br />SCS CURVE NUMBER <br />0 77 <br />SCS DIMENSIONLESS UNIT HYDROGRAPH FROM KIRPICH METHOD Tc <br />1.17 <br /> <br />MOC-O MAIN OAK CREEK (BEAR GULCH) <br />COMPUTE RUNOFF HYDROGRAPH FOR SUBAREA MOC-O <br /> <br />4.52 <br />4.06 <br />o 77 <br />0.90 <br /> <br />KK CP-18 CONCENTRATION POINT 18 <br />KM COMBINED THE HYDROGRAPH FOR SUBAREA MOC-O WITH THE HYDROGRAPH FOR MOC-P <br />HC 2 <br /> <br />* <br /> <br />KK RT18 ROUTING 18 (ROUTE CP-18 TO CP-17) <br />RS 1 STOR 0 <br />* CROSS-SECTION MOC#10 FROM QUAD MAP AND FIELD NOTES <br />RC 0.03 0.03 0.03 18400 0.0801 <br />