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• <br />TIME (HRS) FIRST HYDROGRAPH POINT = . 00 HOURS TIME INCREM ENT = .10 HOURS DRAINAGE AREA = .30 SQ.MI. <br />9.00 DISCHG .00 .00 .O1 . 02 .04 .OB . 14 . 21 . 29 .38 <br />10.00 DISCHG .50 .62 .75 . 90 1.0"1 1 .27 1. 51 1. 79 2. 14 2 .54 <br />11.00 DISCHG 3.01 3 .55 4 .17 9. 89 5.74 6. 88 9. 32 14. 96 25. 13 46 .10 <br />12.00 DISCHG 00.15 112 .84 126 .54 125. 55 116.63 101 .64 84. 66 69. 32 57. 84 49 .15 <br />13,00 DISCHG 42.28 36 .86 32 .48 28. 96 26.09 23 .72 21. 76 20. 05 18. 50 17 .33 <br />14.00 DISCHG 16.23 15 .26 14 .40 13. 69 13.08 12 .49 11. 95 11. 90 10. 90 10 .97 <br />15.00 DISCHG 10.13 9 .87 9 .68 9. 53 9.35 9 .11 8. 87 0. 66 8. 48 8 .33 <br />16.00 DISCHG 8.23 8 .16 8 .12 8. 09 8.08 8. 06 8. 01 7. 86 7. 66 7 .47 <br />17.00 DISCHG 7.29 7 .19 7 .03 6. 95 6.89 6 .86 6. 84 6. 02 6. 80 6 .69 <br />18.00 DISCHG 6.50 6 .30 6 .10 5. 93 5.80 5. 70 5. 63 5. 58 5. 55 5 .53 <br />19.00 DISCHG 5.52 5 .51 5 .50 5. 50 5.50 5 .50 5. 50 5. 50 5. 49 5 .39 <br />20.00 DISCHG 5.20 5 .00 9 .80 4. 63 4.49 4. 39 4. 32 4. 27 9. 24 9 .21 <br />21.00 DISCHG 4.20 4 .19 4 .18 4. 10 4.17 4 .17 4. 17 4. 17 4. 17 4 .18 <br />22.00 DISCHG 4.18 9 .10 9 .18 4. 18 4.19 4 .19 9. 19 4. 19 4. 19 4 .20 <br />23.00 DISCHG 4.20 4 .20 4 .20 4. 20 4.20 4 .21 4. 21 4. 21 4. 19 9 ,09 <br />29.00 DISCHG 3.89 3 .57 3 .05 2. 46 1.90 1 .41 1. 01 .70 . 49 .36 <br />25.00 DISCHG .26 .17 .12 . 09 .06 .09 . 03 . 02 . O1 .O1 <br />26.00 DISCHG .00 <br />RUNOFF VOLUME ABOVE BAS EFLOW = 1. 04 WATERSH ED INCHES, 200.59 CFS- HRS, 16 .50 ACRE-FEET; BASEFLOW .00 CFS <br />OPERATION SAVMOV CROSS SECTION 3 <br /> INPUT H YDAOGRAPH= 6 OUTPUT HYDR OGR APH= 1 <br />OPERATION RUNOFF CROSS SECTION 3 <br />OUTPUT HYDROGRAPH= 5 <br />AREA= .02 SQ MI INPUT RUNOFF CURVE= 80. TIME OF CONCENTRATION= .98 HOURS <br />INTERNAL HYDROGRAPH TIME INCREMENT= .0690 HOURS <br />PEAK TIME(HRS) PEAK DISCHP.RGE(CFS) PEAK ELEVATION (FEET) <br />12.21 9.99 (RUNOFF) <br />(Revised 12/00) Attachment 2.05.3(3) -10-49 <br />