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1 <br />unununuunuunu/tnnunuuuuuunuuuul <br />1 C 0 N D U I I SUMMARY STATISTICS 1 <br />ttttlltttlttlltttllltttltt/ttltltlttltltttttttttltltltlltll <br />ROUTE PAVEMENT AND ROOF AREAS INTO SOUTH DETENTION BASIN <br />25YR-24HR STORM EVENT <br />CONDUIT MAXIMUM TIME <br />MAXIMUM <br />TIME <br />RATIO OF MAXIMUM DEPTH ABOVE LENGTH <br />CONDUIT <br />DESIGN DES16N VERTICAL COMPUTED OF COMPUTED <br />OF <br />MAX, TO INV, AT CONDUIT ENDS OF NORM SLOPE <br />CONDUIT FLOW VELOCITY DEPTH FLOW OCCURENCE <br />VELOCITY <br />OCCURENCE <br />DESIGN UPSTREAM DOWNSTREAM FLOW <br />NUMBER (CFS) (FPS) (IN) (CFS) HR. MIN. <br />---- -------- -------- ------- ---------- <br />(FPS) <br />------- <br />HR, MIN, <br />FLOW (FT) (FT) (MIN) <br />(FT/FT) <br />91N1 3.36E-I1 1.51 4.51 6.71E-I1 13 26 <br />---------- <br />6.13 <br />13 27 <br />------- -------- --------- ----- <br />2.11 1.88 1.37 1.1 <br />------ <br />1.11112 <br />91112 3.61E-11 1.56 4.62 6.19E-I1 13 26 <br />5.31 <br />13 27 <br />1.72 1.51 1.39 0.8 <br />6.10112 <br />91113 4.19E-11 1.51 4.66 5.51E-11 13 26 <br />4.32 <br />13 27 <br />1.35 1.10 1.38 1.8 <br />1,11112 <br />91104 6.28E-11 1.51 5.78 1.92E-12 13 25 <br />-1,81 <br />12 39 <br />1.13 1.12 1.17 8,e <br />8.1810, <br />91115 1.18E+11 8.51 18.11 1.11E-1l 1 1 <br />1.81 <br />1 1 <br />1.41 -1.51 -1.49 0.1 <br />1.10181 <br />91116 UNDEF UNDEF UNDEF 6.71E-11 13 26 <br />91t17 UNDEF UNDEF UNDEF 6.19E-81 13 26 <br />9111E UNDEF UNDEF UNDEF 5.51E-11 13 26 <br />98119 UNDEF UNDEF UNDEF 1.92E-82 13 25 <br />91010 UNDEF UNDEF UNDEF 8.81E-81 B 8 <br />1 <br />Iltltlllttlttlltlltltltttltlttlttllltltlttltltlllt <br />t SUBCRITICAL AND CRITICAL FLOW ASSUMPTIONS FROM 1 <br />1 SUBROUTINE HEAD. SEE FIGURE 5-4 IN THE EXTRAN t <br />! MANUAL FOR FURTHER INFORMATION, t <br />Itlttltlltlltttlltttlltttlltttlltltttlttlttlttttlt <br />LENGTH LENGTH LENGTH LENGTH <br />OF OF OF UPSTR, OF DOWNSTR, <br />MEAN <br />TOTAL MAXIMUM MAXIMUM <br />CONDUIT DRY SUBCRITICAL CRITICAL CRITICAL <br />FLOW <br />AVERAGE <br />FLOW HYDRAULIC CROSS SECT <br />NUMBER FLOW(MIN) FLOW(MIN) FLOW(MIN) FLOW(MIN) <br />------- ---------- ----------- --------- --------- <br />(CFS) <br />-------- <br />I CHANGE <br />CUBIC FT RADIUS(FT) AREA(FT2) <br />91181 1.18 1.18 1.11 1439.10 <br />6.35 <br />--------- <br />0.1997 <br />------------------ ---------- <br />3.1593E+84 1,1097 1.11t4 <br />98102 397.02 1.01 1.11 1043.01 <br />8.25 <br />1.1938 <br />2,1414E+14 1,1127 1.1166 <br />91183 661.18 6.08 8.11 779.11 <br />8.14 <br />8.1B7B <br />1.2125E+14 1.1105 1.1277 <br />91114 1361.81 I,BB 8.18 14111 <br />I,BI <br />1.1145 <br />7,7269E+81 1.0574 0.0268 <br />91115 1441.16 B,IB 1.11 1.16 <br />0.11 <br />1.1111 <br />1.1111E-11 1.1111 1.1181 <br />91116 UNDEFINED UNDEFINED UNDEFINED UNDEFINED <br />1.35 <br />3.1593E+14 <br />91117 UNDEFINED UNDEFINED UNDEFINED UNDEFINED <br />1.25 <br />2.1414E+14 <br />91118 UNDEFINED UNDEFINED UNDEFINED UNDEFINED <br />1.14 <br />1.2125E+14 <br />91N9 UNDEFINED UNDEFINED UNDEFINED UNDEFINED <br />1.11 <br />7.7269E491 <br />91411 UNDEFINED UNDEFINED UNDEFINED UNDEFINED <br />1.11 <br />I.I1#IE•11 <br />tllttt111Uttllttltltlltlt11/11ltlltltlltllllltlllll/ttllltt <br />1 AVERAGE I CHANGE IN JUNCTION OR CONDUIT IS DEFINED AS: t <br />t CONDUIT I CHANGE __> 111.1 ( 0(n+l) - 1(n) I / Ofull t <br />t JUNCTION I CHANGE __> 111.1 I V(n+ll - Y(n) 1 / Yfull t <br />Illttlllttlltllttltlttttttltttlltlttltltlllltltttllltttttltl <br />The Conduit with the largest average change,.. 91111 had <br />1.211 <br />percent <br />The Junction with the largest average change.., 7111 had <br />0.141 <br />percent <br />2.101 1--------- I --------- I --------- I --------- I --------- 1--------- I --------- I --------- I --------- I <br />