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2901: 1 <br />1.13 <br />1.01 <br />36: 1: 8 <br />1.13 <br />1.60 <br />31:21: 1 <br />1.13 <br />0.99 <br />31:41: 1 <br />6.83 <br />1.98 <br />31: 1: 1 <br />1.03 <br />1.97 <br />31:211 1 <br />1.13 <br />1.96 <br />31:41: 1 <br />1.13 <br />1.95 <br />32: I: 1 <br />1.13 <br />1.94 <br />32:21: 1 <br />1.13 <br />1.93 <br />32:40: 1 <br />1.13 <br />1.92 <br />331 /: 1 <br />1.13 <br />1.91 <br />3301: 1 <br />1.12 <br />1.91 <br />33011 1 <br />1.12 <br />1.89 <br />34: 1: I <br />1.12 <br />1.09 <br />3021: 1 <br />1.12 <br />1.08 <br />31:11t 1 <br />0.12 <br />1.87 <br />351 1: 1 <br />1.12 <br />1.86 <br />35:21: 1 <br />1.12 <br />1.05 <br />35011 1 <br />0.12 <br />1.05 <br />361 1: 1 <br />1.12 <br />1.04 <br />Mean <br />1.19 <br />1.23 <br />Maximus <br />1.20 <br />2.66 <br />Minimum <br />1.11 <br />-1.55 <br />Total <br />1.286E+81 <br />1 <br />ttttltlltttlttlltlltllttlttltltlltltllltttllttltlttllltltll <br />t CONDUIT S U A A A A Y STATISTICS 1 <br />Illllltltt/tttlttttttlttlllttttttlttltllllttlltttlltltttltl <br />ROUTE PAVEMENT AND ROOF DRAIN AREAS INTO SOUTH DETENTION BASIN <br />2YR-12HR STORM EVENT <br />CONDUIT MAXIMUM TIME MAXIMUM TIME RATIO OF MAXIMUM DEPTH ABOVE LENGTH CONDUIT <br />DESIGN DESIGN VERTICAL COMPUTED OF COMPUTED OF MAX. TO INV. AT CONDUIT ENDS OF NORM SLOPE <br />CONDUIT FLOW VELOCITY DEPTH FLOW OCCURENCE VELOCITY OCCURENCE DESIGN UPSTREAM DOWNSTREAM FLOW <br />NUMBER (CFSI (FPS) (INI (CFS) HR. MIN. (FPS) HR. MIN. FLOW (FT) (FT) (MIN) IFT/FT) <br />------ ------- -------- -------- ------- ---------- ------- ---------- ------- -------- --------- ----- ------ <br />91181 3.37E-11 1.51 4.51 2.81E-81 12 1 2.66 12 1 1.83 1.56 1.29 1.1 1.11112 <br />91112 UNDEF UNDEF UNDEF 2.81E-I1 12 1 <br />1 <br />IIt1lttlt111tIt11ttt11t111t1ltlltlltltlttltttltllt <br />t SUBCRITICAL AND CRITICAL FLOW ASSUMPTIONS FROM i <br />! SUBROUTINE HEAD. SEE FIGURE 5-4 IN THE EXTRAN 1 <br />t MANUAL FOR FURTHER INFORMATION. t <br />Itlttlltttltttlttll/tltlttltttlt/ttttlttttllltlttl <br />LENGTH LENGTH LENGTH LENGTH <br />OF OF OF UPSTR. OF DONNSTR, MEAN TOTAL MAXIMUM MAXIMUM <br />CONDUIT DRY SUBCRITICAL CRITICAL 3ITICAL FLOW AVERAGE FLOW HYDRAULIC CROSS SECT <br />NUMBER FLOWIMIN) FLOW(MIN) FLOW(MIN) FLOW(MIN) (CFS) % CHANGE CUBIC FT RADIUS(FT) AREA(FT2) <br />------- ---------- -------------------- -------------------------- --------- --------- ---------- <br />91181 457.08 9.18 B./W 1713.08 8.19 1.1791 1.2161E#14 1.1197 0.1157 <br />91112 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 1.19 1.2161E+11 <br />