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' T <br /> ' • . Untitled <br /> ITERATION COMPUTATION BEGINS. . . <br /> TRIAL SOTTOM-AREA STOR-AVAIL STOR-USED PK-STAGE PK-OUTFLOW <br /> 1 181.2 801 282 1 .01 , 08 ' <br /> 2 97 .4 541 241 1 .24 .09 <br /> 3 54.2 391 212 1 .44 .09 <br /> 4 31 .5 301 190 1. 60 . 10 <br /> 5 19.3 246 175 1.71 . 10 <br /> 6 12.5 210 165 1.80 .10 <br /> 7 8.6 188 158 1.86 . 11 <br /> 8 6.4 173 153 1. 90 . 11 <br /> 9 5.0 163 199 1 .93 . 11 <br /> 10 4 .2 156 147 1 . 95 .11 <br /> 11 3.7 152 146 1.97 .11 j <br /> 12 3.3 199 145 1 .98 . 11 i <br /> 13 3. 1 • 197 144 1. 96 . 11 ; <br /> 14 3.0 ' 195 143 1 .99 . 11 , <br /> 1S 2.9 194 143 1 .99 . 11 <br /> 16 2. B 194 143 1.99 .11 <br /> 17 2.7 143 142 2.00 .11 i <br /> 1E 2,7 143 142 2.00 .11 <br /> 19 2.7 143 192 2 .00 . 11 <br /> 2p 2,7 142 142 2.00 .11 <br /> 21 2 ,7 142 142 2.00 .11 <br /> PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW PK-STAGE <br /> STORAGE -- <br /> DESIGN HYD: .22 .11 _�. . 11 2. 00 <br /> 192 <br /> TEST HYD 1: .22 .11 � .11 2 .00 <br /> 140 <br /> SPECIE'Y: D - DOCUMENT, R - REVISE, A - ADJUST ORIF, E - ENLARGE, <br /> S - STOP <br /> d <br /> PERFORMANCE: INFLOW TARGET-OUTFLOW ACTUAL-OUTFLOW P.K-STAGE <br /> STORAGE ' <br /> DESIGN HYD: .22 .11 .11 2.00 <br /> 142, ' <br /> TEST HYD .1 : .22 .11 .11 2 .00 <br /> 190 <br /> STRUCTURE DATA: R/D-POND (3.0: 1 SIDE SLOPES) <br /> RISER-HEAD POND-BOTTOM-AREA TOP-AREA(@1'F.B. ) STOR-DEPTH STORA <br /> GE-VOLUME <br /> Page 2 <br />