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ttttisII$$$ III 111$$11ltlll111111list Ito 1111It$III$lilt Isit$ <br />t CONDUIT SUMMARY 5 1 A 7 1 S I I C 5 1 <br />ttttltlt1111Itttltltlt1111111111Illltttlttl1t1111ttItt1I111 <br />ROUTE PAVEMENT AND ROOF A'.EAS INTO WETLAND I DETENTION BASIN <br />2YR-24HR STORM EVENT <br />DESIGN <br />CONDUIT FLOW <br />NUMBER (CFS) <br />91111 1.77E+11 <br />98102 2.34E#10 <br />91113 1.53E+11 <br />91114 1.53E418 <br />91015 1.18E+11 <br />91116 UNDEF <br />91117 UNDEF <br />90008 UNDEF <br />96109 UNDEF <br />r 91610 UNDEF <br />i' <br />CONDUIT MAXIMUM TIME MAXIMUM TIME <br />DESIGN VERTICAL COMPUTED OF COMPUTED OF <br />VELOCITY DEPTH FLOW OCCURENCE VELOCITY OCCURENCE <br />(FPS) (IN) (CFS) HR. MIN. (FPS) HR. MIN. <br />-- ------------------------------------- -- <br />1.51 8.74 2.51E+110 12 46 6.17 12 47 <br />0.56 9.77 9.71E-81 12 45 5.35 12 6 <br />1.50 0.25 5.95E-82 12 45 1.95 12 45 <br />1.50 0.25 5.95E-12 12 45 1.95 12 45 <br />1.51 18.11 1.11E-11 1 1 1.81 1 1 <br />UNDEF UNDEF 2.51E+11 12 46 <br />UNDEF UNDEF 9.11E-11 12 45 <br />UNDEF UNDEF 5.95E-02 12 45 <br />UNDEF UNDEF 5.95E-02 12 45 <br />UNDEF UNDEF 3.10E-01 0 0 <br />tllltllttlllllltlltltttttl1111111tItl11tlt1ltttttl <br />t SUBCRITICAL AND CRITICAL FLDN ASSUMPTIONS FROM t <br />I SUBROUTINE HEAD, SEE FI6URE 5-4 IN THE EXTRAN 1 <br />t MANUAL FOR FURTHER INFORMATION. 1 <br />Iltltlllltllltllltltllltlttllltlttlllllllltllllttl <br />RATIO OF <br />MAX. TO <br />DESIGN <br />FLOW <br />1.42 <br />1.42 <br />1.44 <br />1.14 <br />1.10 <br />MAXIMUM DEPTH ABOVE <br />INV. AT CONDUIT ENDS <br />UPSTREAM DOWNSTREAM <br />(FT) (FT) <br />1.68 <br />0.44 <br />I.11 <br />1.11 <br />-1.99 <br />LENGTH CONDUIT <br />OF NORM SLOPE <br />FLOW <br />(MIN) (FT/FT) <br />L/ 1.11112 <br />l.e 0.11112 <br />1.6 1.11112 <br />1.1 11.11ee2 <br />1.1 1.11101 <br />LENGTH <br />LENGTH LENGTH <br />LENGTH <br />OF <br />OF OF UPSTR. <br />OF DONNSTR, <br />MEAN <br />TOTAL <br />MAXIMUM <br />MAXIMUM <br />CONDUIT <br />DRY SUBCRITICAL CRITICAL <br />CRITICAL <br />FLOW <br />AVERAGE <br />FLOW <br />HYDRAULIC <br />CROSS SECT <br />NUMBER <br />FION(MIN) <br />FLOW(MIN) FLOW(MIN) <br />fLOW(MIN) <br />(CFSI <br />X CHANGE <br />--------- <br />CUBIC FT <br />--------- <br />RADIUS(FTI <br />--------- <br />AREA(FT2) <br />---------- <br />------- ---------- <br />98101 <br />----------- <br />1.90 <br />--------- <br />1.11 1.ee <br />--------- -------- <br />1439.18 <br />1.84 <br />8.1617 <br />7.2953E+14 <br />1.212E <br />1.4138 <br />91002 <br />1235.10 <br />B,Be 8.10 <br />205.11 <br />1.06 <br />1.1975 <br />4.0269E+13 <br />0.2354 <br />0.3847 <br />98083 <br />1364.08 <br />0.61 1.80 <br />76.00 <br />0.88 <br />0.1955 <br />1.1924E#12 <br />1.1918 <br />1.8625 <br />91104 <br />1364.08 <br />1.00 1.16 <br />76.11 <br />6.16 <br />0.1855 <br />1.1924E+12 <br />1.8910 <br />1.1675 <br />91115 <br />1441.10 <br />8.60 1.11 <br />1.10 <br />1.00 <br />6.1111 <br />8.110IE-61 <br />0.0111 <br />1.11el <br />91916 <br />UNDEFINED <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />1.84 <br />7.2953E+14 <br />91667 <br />UNDEFINED <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />1.16 <br />4.8269E+13 <br />9111B <br />UNDEFINED <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />1.11 <br />1.1924E+12 <br />91119 <br />UNDEFINED <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />1.11 <br />1.1924E+12 <br />91111 <br />UNDEFINED <br />UNDEFINED UNDEFINED <br />UNDEFINED <br />1.11 <br />1.1111E-11 <br />ttlttlttllltllllllllllltllltttltttlttttltlttlltlltllltttllll <br />1 AVERAGE X <br />CHANGE IN JUNCTION OR CONDUIT 15 DEFINED ASI 1 <br />I CONDUIT I <br />CHANGE __) <br />111.1 ( 1(n+ll - 1(Al <br />) / Dlull t <br />1 JUNCTION X <br />CHANGE ==) <br />111.1 ( Y(n+l) - Y(n) <br />I / Yfull t <br />Iltltltltlllllltllltt/Ilttltttltllltlllllltllllttttlttttttll <br />The <br />Conduit <br />with <br />the <br />largest <br />average <br />change... <br />91111 <br />had <br />d.182 <br />percent <br />The <br />I <br />Junction <br />with <br />the <br />largest <br />average <br />change... <br />7610 <br />had <br />1.152 <br />percent <br />2.511 1--------- I --------- 1--------- 1--------- I --------- I --------- 1 --------- I ---------I <br />