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<br /> <br />EXECOTIVE CONTROL OPERATION INCREM <br />MAIN TIME INCREMENT = .10 HOURS <br />EXECUTIVE CONTROL OPERATION COMPUT <br />FROM XSE CTION 1 <br />+ TO STRUCTURE 1 <br />STARTING TIME _ .00 RAIN DEPTH = 2.90 RAIN DURATION= 1.00 RAIN TABLE NO.= 2 <br />ALTERNATE NO.= 1 STORM NO.= 1 NAZN TIME INCREMENT = .10 HOURS <br />OPERATION RUNOFF CROSS SECTION 1 <br />OUTPUT HY DAO GRAPH= 6 <br />AREA= .23 SQ MI INPUT RUNOFF CURVE= 85. TIME OF CONCENTRATION= .71 HOURS <br />INTERNAL HYDROGRAPH TIME INCREMENT= .0997 HOURS <br />RECORD ID + <br />RECORD ID + <br />ANT. MOIST. CON D= 2 <br /> PEAK TIME (HRS) PEAK DISCHARGE (C FS) PEAK ELEVATION (FEET) <br /> 12.33 105.03 (RUNOFF) <br /> 19.66 9.33 (RUNOFF) <br /> 23.66 3.31 (RUNOFF) <br />TIME (HRS) FIRST HYDROGRA PH POINT = .00 HOURS TIME INCREMENT = .10 HOU RS DRA INAGE AREA = .23 S O.MI. <br />9 .00 DISCHG .00 .00 .O1 . 02 .09 .OB .19 . 21 .29 .38 <br />10 .00 DISCHG .98 .59 .71 . 84 .98 1.15 1 .35 1. 59 1 .87 2 .22 <br />11 .00 DISCHG 2 .61 3 .06 3 .58 9. 15 4 .81 5.69 7 .28 10. 91 16 .80 28 .79 <br />12 .00 DISCHG 98 .26 72 .73 94 .26 109. 91 102 .19 90.98 76 .13 62. 06 51 .39 93 .39 <br />13 .00 DISCHG 37 .04 32 .02 28 .02 29. 79 22 .17 20.03 18 .25 16. 76 15 .99 14 .37 <br />19. 00 DISCHG 13. 40 12 .53 11 .79 11. 18 10 .66 10.19 9 .79 9. 30 8. 89 8 .51 <br />15 .00 DISCHG 8. 18 7 .93 7 .74 7. 60 7 .97 7.33 7 .15 6. 96 6. 79 6 .65 <br />16 .00 DISCHG 6. 55 6 .98 6 .94 6. 41 6 .39 6.37 6 .39 6. 28 b. 16 6 .01 <br />17 .00 DISCHG 5. 85 5 .71 5 .60 5. 52 5 .96 5.93 5 .90 5. 39 5 .37 5 .32 <br />18 .00 DISCHG 5 .23 5 .09 4 .93 4. 77 9 .69 9.59 9 .97 4. 92 9 .39 9 .37 <br />19 .00 DISCHG 9 .35 9 .39 4 .39 9. 33 4 .33 9.33 4 .33 4. 33 9 .33 9 .29 <br />20 .00 DISCHG 9 .20 9 .06 3 .90 3. 79 3 .60 3.50 3 .44 3. 39 3 .35 3 .33 <br />21. 00 DISCHG 3. 32 3 .30 3 .29 3. 29 3 .29 3.29 3 .28 3. 28 3, 28 3 .29 <br />22. 00 DISCHG 3. 29 3 .29 3 .29 3. 29 3 .29 3.29 3 .30 3. 30 3. 30 3 .30 <br />23 .00 DISCHG 3. 30 3 .30 3 .30 3. 31 3 .31 3.31 3 .31 3. 31 3. 30 3 .26 <br />29 .00 DISCHG 3. 17 2 .98 2 .68 2. 28 1 .82 1.37 .99 . 70 . 99 .35 <br />25 .00 DISCHG . 25 .17 .12 . 09 .06 .09 .03 . 02 . O1 .O1 <br />26 .00 DISCHG .00 <br />RUNOFF V OLUME AHOVE BASE FLOW = 1. 10 WATERSHED INCHES, 161.62 CFS-HRS, 13. 36 A CRE-FEET; BASE FLOW = .00 CFS <br />OPERATION REACH CROSS SECTION 1 <br /> INPUT HYDROGRAPH = 6 O UTPUT HYDROGRAPH= 7 <br /> LENGTH = 633. 00 FEET INPUT = COEFFICIENTS RELATED TO CROSS SECT IONA L AREA, %= 1 .96, M= 1 .93 <br />0 MODIFIED ATT-KIN ROOTI NG COEFFICIENT = 1. 00 PEAK TRAVEL TIME _ .00 HOURS <br />*** WARNING REACH 1 ATT-KIN COEFF. (C) GREATER THAN 0.667, CONSIDER REDUCING MAIN TIME INCREMENT *** <br />Attachment 2.053(3)6-6 <br />