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Maximum 1.82 0.10 <br />Minimum 1.90 0.00 <br />1 <br />tit1111titit1111NIItItttllititt111111tit11tltlttlttltillltl <br />1 JUNCTION SUMMARY STATISTICS 1 <br />IIt1litlttltllittltlltlt1111t11111111tIttltlltltt1111111t111 <br />ROUTE PAVEMENT AND ROOF AREAS INTO WETLAND I DETENTION BASIN <br />IBYR-24HR <br />STORM EVENT <br />UPPERMOST <br />MEAN <br />MAXIMUM <br />TIME <br />FEET OF <br />FEET <br />MAX. <br />LENGTH <br />LENGTH MAXIMUM <br />GROUND <br />PIPE CROWN <br />JUNCTION <br />JUNCTION <br />JUNCTION <br />OF <br />SURCHARGE <br />DEPTH <br />IS <br />OF <br />OF JUNCTION <br />JUNCTION ELEVATION <br />ELEVATION ELEVATION <br />AVERASE <br />ELEV. <br />OCCURENCE <br />AT MAX <br />BELOW GROUND <br />SURCHARGE FLOODING AREA <br />ri <br />NUMBER IFT) <br />-------- --------- <br />(FT) <br />---------- <br />IFT) <br />------- --------- <br />I CHANGE <br />(FT) <br />-------- <br />HR. MIN. <br />--------- <br />ELEVATION <br />--------- <br />ELEVATION <br />------------ <br />IMIN) <br />(MIN) ISO.FT) <br />7110 5.00 <br />5.01 <br />1.92 <br />1,0652 <br />2.62 <br />12 37 <br />I,ee <br />2.38 <br />--------- <br />-------- <br />1.1 <br />-------- <br />1.1 1.573E+14 <br />108 5,80 <br />6.60 <br />-0.56 <br />0.0118 <br />-8.27 <br />12 33 <br />0.18 <br />5.27 <br />8.1 <br />1.1 1,262E+81 <br />280 5.10 <br />5.0e <br />0.07 <br />0.8175 <br />0.63 <br />12 38 <br />1100 <br />4.37 <br />1.1 <br />1.1 1.263E+11 <br />L <br />300 5.00 <br />5.00 <br />0.02 <br />6.0133 <br />0.44 <br />12 38 <br />0.00 <br />4.56 <br />1.1 <br />1.1 1.262E+11 <br />480 5,00 <br />5.00 <br />9.02 <br />0.0133 <br />0.44 <br />12 38 <br />0.00 <br />4.56 <br />1.1 <br />8.6 1,262E+11 <br />r <br />500 5.00 <br />4.00 <br />1.86 <br />0.6000 <br />1.00 <br />0 8 <br />oleo <br />4,11 <br />8.1 <br />8.0 1.265E+11 <br />V <br />1 <br />llltllllllllllllltlllllltlllllllllllitllltltt <br />1 Time History <br />of Flow and <br />Velocity <br />! <br />1 O(cfs), Vel(ft/s), <br />Total(cubic feet) <br />t <br />Illltlllll11111111l1111llllllllllllitltlltllt <br />r <br />ROUTE PAVEMENT <br />AND ROOF AREAS INTO <br />WETLAND X DETENTION BASIN <br />n <br />1BYR-24HR <br />STORM EVENT <br />Time Conduit: <br />98811 <br />Conduit, <br />90002 <br />Conduit: <br />90203 <br />Conduit: <br />98024 <br />Conduit: <br />90005 <br />Hr:Mn:Sc Flow <br />Veloc. <br />Flow <br />Veloc, <br />Flow <br />Veloc, <br />Flow <br />Veloc, <br />Floe <br />Veloc. <br />-------- ---- <br />------ <br />---- <br />------ <br />---- <br />------ <br />---- <br />------ <br />---- <br />------ <br />1:20: 6 0.10 <br />8.04 <br />8.0? <br />oleo <br />0.00 <br />oleo <br />0.00 <br />0.11 <br />1.00 <br />oleo <br />8:40: 0 oleo <br />6.12 <br />B,eo <br />0.00 <br />0.80 <br />oleo <br />0.00 <br />0.00 <br />0.90 <br />6.10 <br />1: 8: 0 oleo <br />0.32 <br />B.8@ <br />0.00 <br />0.00 <br />9.00 <br />oleo <br />0.01 <br />0.00 <br />oleo <br />1:211 0 8.12 <br />0.57 <br />oleo <br />8.00 <br />0.02 <br />0.10 <br />0.00 <br />1.00 <br />8.66 <br />8.08 <br />1:41:1 1.14 <br />1.82 <br />1.81 <br />1.10 <br />1.18 <br />oleo <br />Oleo <br />0.11 <br />1.11 <br />1.18 <br />2: 11 1 9.18 <br />1.04 <br />1.1a <br />1.88 <br />6.90 <br />1.18 <br />1.18 <br />1.01 <br />1.11 <br />1.10 <br />2:21: 1 1.13 <br />1.23 <br />B,IB <br />1.10 <br />1.11 <br />1.Be <br />1.11 <br />1.11 <br />8.11 <br />1.11 <br />2:41: 1 8.10 <br />1.39 <br />1.10 <br />1.18 <br />1.10 <br />8.18 <br />8.18 <br />1.11 <br />1.10 <br />1.18 <br />31 1: 1 1.23 <br />1.52 <br />0.18 <br />1.81 <br />1.11 <br />1.18 <br />1,11 <br />1.11 <br />1.18 <br />1.11 <br />-J <br />3:21: 1 1.28 <br />1.63 <br />1.11 <br />8.18 <br />1.10 <br />1.11 <br />1.11 <br />8.88 <br />8.11 <br />1.10 <br />3011 1 1.32 <br />1.73 <br />1.18 <br />1.11 <br />oleo <br />1.11 <br />1.11 <br />1.11 <br />1.11 <br />1.11 <br />4: 1: 1 1.36 <br />1.81 <br />8.10 <br />0.11 <br />8.10 <br />0.16 <br />6.10 <br />e.So <br />8.01 <br />1.10 <br />4:21: 1 1.40 <br />1.87 <br />1.11 <br />1.00 <br />8.11 <br />1.01 <br />0.16 <br />1.10 <br />1.11 <br />1.11 <br />4:41:0 1.43 <br />1.93 <br />1.00 <br />1.11 <br />1,e0 <br />0.19 <br />8.11 <br />1.16 <br />1.11 <br />0.01 <br />5: 1: 1 0.48 <br />2.60 <br />oleo <br />e.68 <br />oleo <br />e.ee <br />e.ea <br />8.08 <br />8.80 <br />1.00 <br />5:21: 0 0.52 <br />2.07 <br />0.00 <br />0.10 <br />8.00 <br />0.80 <br />8.68 <br />6.08 <br />8.06 <br />oleo <br />5:40: 0 0.56 <br />2.13 <br />0.00 <br />o.Be <br />8.00 <br />0.00 <br />0.00 <br />8.10 <br />9.01 <br />0.61 <br />6: 8: 0 8159 <br />2.10 <br />1.00 <br />0.00 <br />1.08 <br />8.00 <br />B,eo <br />e.00 <br />oleo <br />0.80 <br />6:20: 0 0.61 <br />2.22 <br />oleo <br />0.00 <br />1.00 <br />e,ee <br />0.80 <br />0.88 <br />B.@a <br />e.ee <br />6:40: 0 0,64 <br />2,26 <br />0.00 <br />0.20 <br />0.00 <br />0.00 <br />oleo <br />B,ee <br />0.62 <br />B,eo <br />