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<br />[1 <br />[-J DESIGN CURVES FOR A 5-YR FREQUENCY STORM <br /> (MIAMI) <br />rJ DRAINAGE CALCULATIONS BASIN <br />TIME INTENSITY INFLOW INFLOW STORAGE ADJUSTED ACTUAL OVERFLOW <br /> CUMULATIVE INFLOW EXFILTRA, <br />n [MIN) [IN/HR) [CFS] [CU. FT.] [CU. FT.] [CU. FT.] [CU. FT.] [CU. FT.] <br />(t) (i) (Q=CIA) (Q=CIA) (S) (Q-S) (Discharge) <br /> 0 0,00 0.00 0 -144 144 0 144 <br />[J 0.5 6,80 1.65 50 -144 194 10 183 <br />5 6,70 1.63 488 -144 632 102 530 <br /> 10 6,20 1.51 904 -144 1048 204 844 <br />n 15 5.55 1.35 1214 -144 1358 306 1052 <br />20 5.20 1.26 1516 -144 1660 408 1252 <br /> 25 4.70 1,14 1713 -144 1857 510 1347 <br />[J 30 4.40 1.07 1925 -144 2069 612 1456 <br />40 3.80 0.92 2216 -144 2360 816 1544 <br /> 50 3.50 0.85 2552 -144 2696 1020 1675 <br />fJ 60 3.25 0.79 2843 -144 2987 1224 1763 <br />! 90 2.55 0.62 3346 -144 3490 1836 1654 <br /> 120 2.20 0.53 3849 -144 3993 2448 1545 <br />(J 150 1.80 0.44 3937 -144 4081 3060 1020 <br />180 1.60 0.39 4199 -144 4343 3672 671 <br />rJ <br />n DESIGN CURVES (5-YR FREQ.) <br /> 5000 <br />U 4500 <br /> 4000 <br />tJ 3500 <br /> ~ 3000 <br /> ::l <br />U 0 <br /> ~ 2500 <br /> ~ 2000 <br />[ I z <br /> - 1500 <br /> 1000 <br />II 500 <br /> 0 <br /> 0 50 100 150 200 <br />U TIME (MIN.) <br />U -+-INFLOW CUMULATIVE (CU.FT.) ~ADJUSTED INFLOW (CU.FT.) <br /> ~ACTUAL EXFILTRATION (CU,FT.) -o-OVERFLOW (CU.FT.) <br />[ J <br /> <br />