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<br />EXECUTIVE CONTROL OPERATION INCAEM <br />+ <br /> <br />RECORD ID <br />RECORD ID <br />ANT. MOIST. CGND~ 2 <br />M."vZN TRdE ffiCREMENT = .10 ROURS <br />EXECUTIVE CONTROL OPERATION COMPUT <br />+ FROM XSECTION 1 <br />+ TO STRUCTURE 1 <br />STARTING TIME _ .00 RAIN DEPTH = 2.40 RAIN DURAT IONo 1.00 RAIN TABLE NO.= 2 <br />ALTERNATE NO.= 1 STORM NO.= 1 MAIN TIME INCREMENT .10 HOURS <br />OPERATION RUNOFF CROSS SECTION 1 <br />OUTPUT HYDROGRAPH= 6 <br />AREA= .23 SQ MI INPUT RUNOFF CURVE= 88. TIME OF CONCENTRATION= .71 HOURS <br />INTERNAL HYDRDGRAPH TIME INCREMENT= .0947 HOURS <br />PEAK TIME(HRS) PEAK DISCHARGE (CFS) <br />12.33 105.03 <br />19.66 9.33 <br />23.66 3.31 <br />T IME (HRS) FIRST HYDROGRAPH POINT = .00 HOURS <br />9 ,00 DISCHG . 00 .00 .O1 . 02 <br />10. 00 VISCHG . 98 . 59 .71 . 89 <br />11. 00 DISCHG 2. 61 3. 06 3 .58 4. 15 <br />12 .00 DISCHG 48. 28 72 .73 94 .26 104. 41 <br />13 .00 DISCHG 37. 04 32 .02 28 .02 29. 79 <br />19 ,00 DISCHG 13. 40 12 .53 11 .79 11. 18 <br />15 ,00 DISCHG 8. 18 7 .93 7 .74 7. 60 <br />16 .00 DISCHG 6. 55 6 .48 6 .44 6. 91 <br />17. 00 DISCHG 8. 89 5. 71 5 .60 5. 52 <br />18 .00 DISCHG 5. 23 5 .09 4 .93 4. 77 <br />19 ,00 DISCHG 4. 35 4 .39 4 .34 4. 33 <br />20 .00 DISCHG 4. 20 9 .06 3 .90 3. 79 <br />21 ,00 DISCHG 3. 31 3 .30 3 .29 3. 29 <br />22 .00 DISCHG 3. 29 3 .29 3 .29 3. 29 <br />23. 00 DISCHG 3. 30 3. 30 3 .30 3. 31 <br />24 .00 DISCHG 3. 17 2, 98 2 .68 2. 28 <br />25 .00 DISCHG . 28 . 17 .12 . 09 <br />26 .00 DISCHG . 00 <br /> PEAK ELEVATION (FEET) <br /> (RUNOFF) <br /> (RUNOFF) <br /> (RUNOFF) <br />TIME INCREMENT = .10 HOURS DRAINAGE AREA = .23 SQ.MI. <br /> .09 .OB . 14 .21 .29 .38 <br /> .98 1.15 1. 35 1. 59 1 .87 2 .22 <br />4 .81 5.69 7. 28 10. 91 16 .80 28 .74 <br />102 .14 90.98 76. 13 62. 06 51 .39 43 .34 <br />22 .17 20.03 18. 25 16. 76 15 .49 14 .37 <br />10 .56 10.19 9 .74 9 .30 8 .89 8 .51 <br />7 .47 7.33 7 .15 6 .96 6 .79 6 .65 <br />6 .39 6.37 6 .34 6 X28 6 .16 6 .01 <br />5 .46 5.43 5. 40 5. 39 5 .37 5 .32 <br />4 .64 9.54 4 .47 4. 42 4 .39 4 .37 <br />4 .33 4.33 4 .33 4 .33 9 .33 4 .29 <br />3 .60 3.50 3 .44 3 .39 3 .35 3 .33 <br />3 .29 3.29 3 .28 3 .28 3 .28 3 .29 <br />3 .29 3.29 3 .30 3 .30 3 .30 3 .30 <br />3 .31 3.31 3. 31 3. 31 3 .30 3 .26 <br />1 .82 1.37 . 99 . 70 .49 .3E <br /> .06 .04 . 03 . 02 .O1 .O1 <br />(Revised 12!00) Attachment 2.05.3(3) -10-44 <br />