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w <br />1llfllltlttlttltltl1111lltlttttlttlltttttlltltttltt111ttllt <br />t CONDUIT SUMMARY STATISTICS 1 <br />t111tItt1lttttttttlttlltltlltttltt11111tttttltttlttllllt111 <br />ROUTE PAVEMENT AND ROOF AREAS INTO WETLAND X DETENTION BASIN <br />IBYR-24HR STORM EVENT <br />CONDUIT <br />MAXIMUM <br />TIME <br />MAXIMUM <br />TIME <br />RATIO OF <br />MAXIMUM DEPTH ABOVE LENGTH CONDUIT <br />DESIGN DESIGN VERTICAL <br />COMPUTED <br />OF <br />COMPUTED <br />OF <br />MAY. TO INV. AT CONDUIT ENDS OF NORM SLOPE <br />CONDUIT <br />FLOW VELOCITY DEPTH <br />FLOW <br />OCCURENCE <br />VELOCITY <br />OCCURENCE <br />DES16N UPSTREAM DOWNSTREAM FLOW <br />NUMBER <br />------ <br />ICFS) (FPS) (IN) <br />------- -------- -------- <br />(CFS) <br />------- <br />HR. MIN. <br />---------- <br />(FPS) <br />------- <br />HR. MIN. <br />FLOW <br />(FT) (FTI IMIN) (FT/FT) <br />90801 1.17E+00 <br />0.50 0.74 <br />2.86E+88 <br />12 36 <br />6.87 <br />---------- <br />12 39 <br />------- -------- <br />1.62 <br />--------- ----- ------ <br />2.62 1.73 0.0 1.88802 <br />98012 2.34E+80 <br />6.56 9.71 <br />1.93E+88 <br />12 38 <br />3.88 <br />12 39 <br />2.83 <br />1.22 1.62 0.0 8.11182 <br />91813 1.53E+88 <br />e.50 6.25 <br />8.74E-0l <br />12 30 <br />2.71 <br />12 39 <br />9.57 <br />0.71 8.44 1.0 1.181@2 <br />90884 1.53E+86 <br />1.58 8.25 <br />8.74E-11 <br />12 30 <br />2.71 <br />11 39 <br />8.57 <br />0.72 1.44 1.0 8.18882 <br />91105 I.IBE+01 <br />1.50 18.00 <br />0.11E-81 <br />0 8 <br />0.00 <br />8 0 <br />8.80 -2.81 <br />-1.99 e.0 0.81e11 <br />90186 <br />UNDEF UNDEF UNDEF <br />2.86E+80 <br />12 38 <br />98107 <br />UNDEF UNDEF UNDEF <br />1.93E+00 <br />11 38 <br />98808 <br />UNDEF UNDEF UNDEF <br />8.74E-01 <br />12 38 <br />90009 <br />UNDEF UNDEF UNDEF <br />8.74E-01 <br />12 38 <br />91110 <br />UNDEF UNDEF UNDEF <br />0.80E-01 <br />8 0 <br />1 <br />tt11111tttttllltlltlttllltlllllltt111tItltlttltltt <br />I SUBCRITICAL AND CRITICAL <br />FLOW ASSUMPTIONS FROM ! <br />1 SUBROUTINE HEAD. SEE FIGURE 5-4 IN <br />THE EXTRAN t <br />I MANUAL FOR FURTHER <br />INFORMATION. 1 <br />tltllttltttllttt111tttUttltltttlltttltttltUltltl <br />LENGTH LENGTH <br />LENGTH <br />LENGTH <br />OF OF <br />OF UPSTR. OF DOWNSTR, <br />MEAN <br />TOTAL <br />MAXIMUM MAXIMUM <br />CONDUIT <br />DRY SUBCRITICAL <br />CRITICAL <br />CRITICAL <br />FLOW <br />AVERAGE <br />FLOW <br />HYDRAULIC CROSS SECT <br />NUMBER <br />------- <br />FLOW(MIN) FLOW(MIN) <br />---------- ----------- <br />FLOW(MIN) <br />--------- <br />FLON(M1N) <br />--------- <br />(CFS) <br />-------- <br />X CHANGE <br />CUBIC FT <br />RADIUS(FT) AREA(FT2) <br />90801 <br />1.00 0.00 <br />0.02 <br />1439.00 <br />1.10 <br />--------- <br />0.2016 <br />--------- <br />9.5111E+84 <br />--------- ---------- <br />8.2128 8.4166 <br />9e0f2 <br />115E Oe 8.00 <br />B.0o <br />188.00 <br />0.15 <br />0.114� <br />1.293eE+04 <br />8.2381 8.4983 <br />98003 <br />1191.00 O.02 <br />0.00 <br />148.00 <br />0.04 <br />0.0912 <br />3.1200E+83 <br />0,2111 1.3228 <br />9000t <br />1292.0t 0.00 <br />0.00 <br />14B.00 <br />0.04 <br />B.B512 <br />3.1210E+03 <br />8.211e 8.3226 <br />90105 <br />1448.80 0.00 <br />6.02 <br />0.00 <br />Oleo <br />0.0002 <br />0,8000E-8l <br />8.6101 0.1081 <br />98886 <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />1.10 <br />9.5171E+84 <br />90807 <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />0.15 <br />1.2931E+84 <br />91118 <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />0.04 <br />3.1288E+13 <br />98189 <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />1.04 <br />3.1281E+83 <br />91111 <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />UNDEFINED <br />0.18 <br />1.1880E-11 <br />tttttt111t11ttttttttttt111111tItt111It1111ttU1ttltl1t11I111 <br />t AVERAGE X CHANGE IN JUNCTION OR CONDUIT IS DEFINED AS: 1 <br />1 CONDUIT X CHANGE __> 110.1 1 O(n+l) - O(n) 1 / Ofull ! <br />1 JUNCTION % CHANGE __ 182.0 ( Y(n+l) - Y(n) I / Yfull 1 <br />Itlllttt1111ItIt111ttIt1lttlttttttttltttlltlttlttt1111tltltt <br />The Conduit with the largest average change... 98881 had 0.202 percent <br />The Junction with the largest average change... 700E had 8.065 percent <br />1 <br />4.¢B0 I---------I---------1---------1---------1---------I---------1---------I---------I•--------I---------I <br />