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<br /> <br />TIME (HAS) FIRST HYDROGRA PH POINT = .00 HOURS TIME INCREMENT = .10 HOORS DRAINAGE AREA ~ .30 SQ.MI. <br />9 .00 DISCHG .00 .00 . O1 . 02 .09 . OB . 19 . 21 .29 .38 <br />10 .00 DISCHG .50 .62 . 75 . 90 1 .07 1. 27 1. 51 1. 79 2 .19 2 .59 <br />11. 00 DISCHG 3.01 3.55 9. 17 4. B9 5. 79 6. BB 9. 32 14. 96 25 .13 96 .18 <br />12. 00 DISCHG 80.15 112.89 126. 59 125. 55 116. 63 101. 69 89. 66 69. 32 57 .89 99 .15 <br />13 .00 DISCHG 92.28 36.86 32. 98 28. 96 26 .09 23. 72 21. 76 20. 05 18 .58 17 .33 <br />19 .00 DISCHG 16.23 15.26 19. 90 13. 69 13 .08 12. 99 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 8. 66 8 .98 8 .33 <br />16. 00 DISCHG 6.23 8.16 6. 12 8. 09 8. 08 8. 06 B. D1 7. Bfi 7 .66 7 .47 <br />17 .00 DISCHG 7.29 7.19 7. 03 6. 95 6. 89 6. 86 6. 89 6. 82 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 .99 5 .39 <br />20 .00 DISCHG 5.20 5.00 9. 80 9. 63 9. 99 9. 39 9. 32 9. 27 4 .29 9 .21 <br />21 .00 DISCHG 4.20 9.19 9. 18 9. 18 9. 17 9. 17 9. 17 9. 17 9 .17 9 .18 <br />22 .00 DISCHG 4.18 4.18 9. 18 9. 18 4 .19 9. 19 4. 19 9. 19 9 .19 9 .20 <br />23. 00 DISCHG 9.20 4.20 9. 20 9. 20 9. 20 9. 21 9. 21 9. 21 9 .19 9 .09 <br />24 .00 DISCHG 3.89 3.57 3. 05 2. 96 1. 90 1. 91 1. 01 . 70 .99 .35 <br />25 .00 DISCHG .25 .17 . 12 . 09 . 06 . O4 . 03 . 02 .01 .O1 <br />26. 00 DISCHG .00 <br />RUNOFF VOLUME ABOVE BASEFLOW = 1.04 WATERSHED INCHES, 200.59 CFS- HRS, 16. 58 AC RE-F EET; BASE FLOW = .00 CFS <br />OPERATION SAVMOV CROSS SECTION 3 <br /> INPUT H YDROGRAPH= 6 OUTPUT HYDROG R A PH= 1 <br />OPERATION RUNOFF CROSS SECTION 3 <br />OUTPUT NYDROGRAPH= 5 <br />AREA= .02 SQ MI INPUT RUNOFF CURVE= 80. TIME OF CONCENTRATION= .98 HOURS <br />INTERNAL HYDROGAAPH TIME INCREMENT= .0690 HOURS <br />PEAK TIME (HR8) PEAK DISC HARGE (C FS) PEAK EL EVATION (FEET) <br />12.21 9.99 (RUNOFF) <br />n <br />Attachment 2.05.3(3)6-] 0 <br />