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<br />TII-0E (HRS) FIAST HYDROGRAPH POINT = <br />11. 00 DISCHG .00 .00 <br />12 .00 DISCHG 11.44 15.57 <br />13. 00 DISCHG 2.28 2.10 <br />14. 00 DISCHG 1.23 1.19 <br />15. 00 DISCHG .8E .86 <br />16. 00 DISCHG .74 .74 <br />17. 00 DISCHG .63 .63 <br />18. 00 DISCHG .66 .83 <br />19. 00 DISCHG .91 .E1 <br />20. 00 DISCHG .46 .42 <br />21. 00 DISCHG .39 .39 <br />22. 00 DISCHG .39 .39 <br />23. 00 DISCHG .40 .40 <br />24. 00 DISCHG .33 .27 <br />.00 HOUAS TIME INCREMENT . 10 HOURS <br />.02 .06 .11 .20 .44 <br />13.42 9.22 6.38 4.71 3.76 <br />1.94 1.81 1.71 1.61 1.53 <br />1.14 1.10 1.06 1.01 .97 <br />.89 .04 .02 .78 .76 <br />.74 .74 .79 .74 .73 <br />.63 .63 .63 .63 .63 <br />.52 .61 .61 .B1 .51 <br />.B1 .91 .61 .B1 .52 <br />.40 .90 .39 .39 .39 <br />.39 .39 .39 .39 .39 <br />.39 .39 .40 .40 .40 <br />.40 .40 .40 .40 ,40 <br />.10 .09 - .04 .02 .Ol <br />RUNOFF VOLUME ABOVE BASEFLOW = .72 WATERSHED INCHES <br />OPERATION ADDHYD CROSS SECTION 2 <br />INPUT HYDROGRAPHS= 1,7 OUTPUT HYDROGRAPH= 6 <br />PEAK TIME (HRS) PEAK DISCHARGE (CFS) <br />12.24 127.91 <br />19.66 5.50 <br />23.66 4.21 <br />DRAINAGE AREA = .03 SQ.MI. <br />1.16 2. 48 5.70 <br />3.10 2 .82 2.54 <br />1.93 1. 35 1.29 <br />92 .08 .86 <br />74 . 74 .79 <br />70 . 66 .64 <br />63 .63 .60 <br />91 E1 E1 <br />52 .51 .49 <br />39 . 39 .39 <br />39 .39 .39 <br />40 . 40 .40 <br />40 . 90 .37 <br />00 <br />15.93 CFS-HRS, 1.32 ACRE-FEET; BASEFLOW = .00 CFS <br />PEAK ELEVATION (FEET) <br />(NULL) <br />(NULL) <br />(NULL) <br />(Revised 12/00) Attachment 2.05.3(3) -10-48 <br />