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tltllftlilititlltllttlitltlllitlltlllltllllltltittllitltlit <br />t CONDUIT SUMMARY STATISTICS t <br />/Ittltit/Ittttilitltlttl/litlittlittlltltlflttttitltitltt)t <br />ROUTE PAVEMENT AND ROOF AREAS INTO SOUTH DETENTION BASIN <br />116YR-24Hk 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 (CFS) IFPS) (IN) (CFS) HR. MIN. (FPS) HR, MIN. FLOW (FTI (FT) (NM (FT/FT) <br />-------- <br />-------- ------- <br />------- <br />-------- <br />1 3.36E-11 1,51 4.51 1.15E-01 13 24 6,48 13 25 2.13 2.86 B,Y7 <br />--------- <br />91112 3.61E-11 1.58 4.62 6.65E-11 13 24 5.72 13 <br />91103 4.18E-1I 1.58 4.96 6.11E-81 13 <br />91114 6.28E-81 0.50 5.76 :,o-_ ;,:..-- <br />90815 1.BSE+6: 0,`.i c.;; 0.19 2,1 L 111Z: <br />90026 URDE= 2.5 0 -0.49 2,i 1 0222: <br />n ltllllillf 111 hlll+nuUUtlu nnn nin: <br />ir; .f Util+rrrir1rf1111Ilrf-. -.-, t <br />1 111itItlUttIU1111 <br />LENETH <br />CC',OLIT DRY SUBCRITICAL COTAL CRITICAL OF CRITICAL FLOW AVERAGE MAXIMUM <br />HYDRAULIC CROSSMAXIMUM <br />NUMBER FLON(h)N) FLON(MIN) FLOW(MIN) FLOW(MIN) (CFS) X CHANGE CUBIC FT RNDIUSIFT) AREAIFi2) <br />---------- ----------- --------- _ <br />91811 1,80 O.BB 6.10 1439.10 1.38 1.2184 3.2801E+14 8.1897 1.1184 <br />--------- ---------- <br />91002 366.18 0.10 1.00 1188.81 1.28 1,2156 2.3824E+14 1.1127 8,1166 <br />9BIB3 636.10 6.01 6.00 884.08 6.)7 6.2977 1.4914E+14 1.1185 8.1281 <br />91104 1219.06 1.00 0.10 221.18 0.11 0.1317 9.1124E+12 1.1281 1.9920 <br />91015 1441.11 0.11 0.96 1.11 1.16 1.1111 1.1111E-I1 1.1181 0.1061 <br />91116 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 1.38 <br />91107 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 1 Y8 3.1012E+14 <br />9N18 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 1.17 2.3814E+14 <br />1.4914E+14 <br />9N19 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 1.11 <br />9.1124E+12 91111 UNDEFINED UNDEFINED UNDEFINED UNDEFINED 1.11 <br />1.1111E-I1 <br />ltltltltltltltltlitlltlltlllltllllittllitltlltlttltlttlitlit <br />t AVERAGE 1 CHANGE IN JUNCTION OR CONDUIT IS DEFINED AS: 1 <br />t CONDUIT % CHANGE __) 111.1 ( 1(MI) - D(n) ) / Bfull ! <br />1 JUNCTION X CHANGE __> 111.1 ( Y(n+ll - Y(n) ) / Yfull t <br />tllllltlllittltittlltlttttllltitltlitlitittllittlltllittllll <br />The Conduit with the largest average change... 91161 had 1.211 percent <br />The Junction with the largest average change... 7118 had 1.645 percent <br />1 <br />2.SBB 1---------I---------1---------1--•------1---------1---------1---------1---------I---------1---------i <br />