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<br />21.00 DISCHG 5.36 5.30 5.25 5.20 5.15 5.11 5,07 5.03 9.99 9.96 <br />21.00 ELEV 5618.37 5618.37 5618.37 5616.37 5610.36 5618.36 5618,36 5618.36 5618.36 5618.35 <br />22.00 DISCHG 9.93 9.90 9.87 9.85 9.82 9.80 9.78 9.76 9.75 9.73 <br />22.00 ELEV 5618.35 5618.35 5618.35 5618.35 5618.35 5618.35 5618.35 5618.39 5616.39 5618.39 <br />23.00 DISCHG 9.71 9.70 4.69 9.68 9.66 9.65 9,65 9.69 9.63 9.62 <br />23.00 ELEV 5618.34 5618.39 5618.34 5618.34 5618.34 5618.39 5618,39 5618.39 5618.39 5618.39 <br />29.00 DISCHG 9.59 9.55 9.99 9.39 4.26 9.10 3,91 3.72 3.52 3.33 <br />29.00 ELEV 5618.39 5618.33 5618.33 5618.33 5610.32 5618.37 5618,30 5618.29 5618.26 5618.27 <br />25.00 DISCHG 3.13 2.95 2.77 2.60 2.99 2.29 2,15 2.01 1.88 1.80 <br />25.00 ELEV 5618.26 5618.26 5618.25 5618.29 5618.23 5618.22 5618,22 5618.21 5618.20 5618.20 <br />26.00 DISCHG 1.75 1.70 1.65 1.60 1.55 1.51 1,96 1.92 1.38 1.39 <br />26.00 ELEV 5618.19 5618.19 5618.18 5618.17 5618.17 5618.17 5618,16 5616.16 5618.15 5616.15 <br />27.00 DISCHG 1.30 1.26 1.23 1.19 1.16 1.12 1,09 1.06 1.03 1.00 <br />27.00 ELEV 5618.19 5618.19 5618.13 5618.13 5618.13 5618.12 5618.12 5618.12 5618.11 5618.11 <br />28.00 DISCHG .97 .99 .91 .69 .86 .89 ,01 .79 .77 .74 <br />28.00 ELEV 5616.11 5618.10 5616.10 5618.10 5618.09 5618.09 5618,09 5618.09 5618.08 5618.08 <br />29.00 DISCHG .72 .70 .68 .66 .69 .62 ,60 .59 .57 .55 <br />29.00 ELEV 5618.08 5618.08 5618.07 5618.07 5616.07 5618.07 5618.07 5618.06 5618.06 5618.06 <br />AVNO FF VOLUME ABOVE BASEFLOW = .25 WATERSHED INCHES, 51.52 CFS-HRS~ 9.26 ACRE-FEET; BASE FLOW = .00 CFS <br />EXECUTIVE CONTROL OPERATION EN DJOB RECORD ID 1 <br />SUMMARY TABLE 1 - SELECTED RESULTS OF STANDARD AND EXECUTIVE CONTROL INSTRUCTIONS IN THE ORDER PERFORMED <br /> (A STAR(") AFTER THE PEAK DISC HARGE T IME AND RATE (CFS) VALVES INDICATES A FLAT TOP HY DRO GRAPH <br /> A QUESTION MARK( ?) INDICATES A HYDRO GRAPH WITH PEAK AS LAST POINT .) <br />SECTION/ STANDARD RAIN ANTEC MAIN PRECIPITAT ION PEAK DISCHARGE <br />STRUCTURE CON TROL DRAINAGE TABLE MOIST TIME ---- ---------- ------ --- -- RUNOFF -------- ------- --- ----- - <br />ID OPERATION AREA $ COND INC REM BEGIN AMOUNT DUAAT ION AMOUNT ELEVATION TIME RATE RATE <br /> (SQ MI) (HR) (HA) (IN) (HR) (IN) (FT) (HR) (CFS) (CS M) <br />ALTERNATE 1 STORM 1 <br /> <br />%SECTION 1 RUNOFF .23 2 2 .10 .0 2.90 29. 00 1.10 --- 12.33 105 .03 461. 9 <br />XSECTION 1 REACH .23 2 2 .10 .0 2.90 29. 00 1.10 --- 12.33 105 .03 961. 9 <br />%SECTION 1 RUNOFF .04 2 2 .10 .0 2.90 29. 00 .98 --- 12.09 29 .57 679. 9 <br />XSECTION 1 ADDHYD .26 2 2 .10 .0 2.90 29. 00 1.08 --- 12.28 116 .99 991. 0 <br />XSECTION 2 RUNOFF .03 2 2 .10 .0 2.90 29. 00 .72 --- 12.12 15 .65 959. 9 <br />XSEC TZON 2 ADDHYD .30 2 2 .10 .0 2.40 24. 00 1.04 --- 12.24 127 ,91 929, 1 <br />%SECTION 3 RUNOFF .02 2 2 .10 .0 2.90 29. 00 .82 --- 12.21 9 .99 420. 6 <br />XSECTION 3 ADDHYD .32 2 2 .10 .0 2.90 29. 00 1.03 --- 12.24 137 .77 928. 0 <br />STRUCTURE 1 RESVOR .32 2 2 .10 .0 2.90 29.0 0 .25 5618.41 18.50 6. 09 10.9 <br />• <br />Attachment 2.05.3(3)6-13 <br />