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<br />- IO <br />ID <br />ID <br /> * <br /> * <br /> * <br /> * <br /> * <br /> * <br /> * <br /> IT <br /> IO <br /> * <br /> * <br /> JR <br /> * <br /> <br />COAL CR~~K QAgIN FLOR~NC~, CO <br />100-YR, 24-HR RAINFALL FROM NOAA ATLAS 2 <br />OCTOBER 1999 CAV <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 <br />LOSS RATES ARE SCS CURVE NUMBER <br />15 18JUL98 0015 150 <br />5 <br />PRECIPITATION <br />100 <br />1.0 <br /> <br />"TLAG" <br /> <br />0.6*Tc <br /> <br />PREC <br /> <br />RATIO OF 100-yr 24-hr RAINFALL 50-, 25-, 10-, 5-, and 2-yr <br />50 25 10 5 2 <br />.899 .818 .671 .579 .442 <br /> <br />* DIAGRAM <br />* <br /> <br /> KK AREA9 HELl VABM SITE (SE OF COAL CK CANYON TO CONFL NEAR COAL CK CANYON MINE) <br /> KM COMPUTE RUNOFF HYDROGRAPH FOR SUBAREA 9 <br /> BA 3.62 <br /> * TOTAL 100-YR 24-HR RAINFALL <br /> PB 4.23 <br /> * RAINFALL PATTERN IS SCS TYPE II <br /> IN 15 <br /> PC 0 .0020 .0050 .0080 .0110 .0140 .0170 .0200 .0230 .0260 <br /> PC .0290 .0320 .0350 .038 .0410 .0440 .0480 .0520 .0560 .0600 <br />. PC .0640 .0680 .0720 .0760 .0800 .0850 .0900 .0950 .1000 .1050 <br />PC .1100 .1150 .1200 .1260 .1330 .1400 .1470 .1550 .1630 .1720 <br />PC .1810 .1910 .2030 .2180 .2360 .2570 .2830 .3870 .6630 .7070 <br /> PC .7350 .7580 .7760 .7910 .8040 .8150 .8250 .8340 .8420 .8490 <br /> PC .8560 .8630 .8690 .8750 .8810 .8870 .8930 .8980 .9030 .9080 <br /> PC .9130 .9180 .9220 .9260 .9300 .9340 .9380 .9420 .9460 .9500 <br /> PC .9530 .9560 .9590 .9620 .9650 .9680 .9710 .9740 .9770 .9800 <br /> PC .9830 .9860 .9890 .9920 .9950 .9980 1 1 1 1 <br /> * SCS CURVE NUMBER <br /> LS 0 70 <br /> * SCS DIMENSIONLESS UNIT HYDROGRAPH FROM KIRPICH METHOD Tc <br /> UD 0.51 <br /> * <br /> <br /> KK <br /> HC <br /> * <br /> KK <br /> RS <br /> * <br />. RC <br />RX <br /> <br />* <br /> <br />KK AREA8 COAL CK CANYON (UPPER HEADWTRS TO CONFL NEAR COAL CK CANYON MINE) <br />KM COMPUTE RUNOFF HYDROGRAPH FOR SUBAREA 8 <br />BA 3.34 <br />PB 4.23 <br />LS 0 57 <br />UD 0.52 <br /> <br />* <br /> <br />* <br /> <br />CP6 JUNCTION 6 (COMBINE AREA 9 AND AREA 8) <br />2 <br /> <br />ROUT5 REACH 5 (ROUTE <br />1 STOR 0 <br />FROM CROSS-SECTION #1 <br />0.1 0.038 0.1 <br />o 5 32 <br /> <br />CP-6 TO CP-5) <br /> <br />ON COLOR MAP AND FIELD NOTES (LOWER) <br />5600 0.028 <br />33 36 37 41 <br /> <br />46 <br />