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Outfall A - 1 00yr <br /> Conveyance and Backwater <br /> ----------i---------------------------------------------------- - -------------------------------------------------------------------- <br /> ----------- <br /> 175 --- -----------------------------:-----------:---------------------- <br /> --------------------- -------------------------------------------------------------r----------T-----------------------r----------7--------------------------------------- <br /> 17 --------- ----------- ------------------------------------------------------------- <br /> 16.5 <br /> --------------------------------------- --------------------------------------------------------------....................------------------------------------------------------ <br /> 16 --- -------------------: <br /> -------------------------------------------------------------- --------------------------------------------------------------r----------T-----------------------r----------7---------------------------------------- <br /> -----------I..........I..........I------------------------------------------------------ ---------------------------------------I--------------------------------- ------------------- ------------------I------------------------r <br /> is --------------------I-----------I-------------r----------T------------------------------------------------------------------ <br /> --- ----------------------------------------------------------I-------------I-------- ----------------- <br /> 14.5 ... ------------------- ------ -- -- ----- ---------------------------------------------- <br /> -----------------------------------------I-------------I-------- ------------------------r <br /> 14 --- ---4------------------------------------------------------------------------------------------------------------------------------ <br /> 135 --- <br /> ---------------------------------------------------------T----------------------------------------------------------------------------- <br /> 13 --- -----------------------------------4-----------------------------------------------------------------------------------------------r <br /> 12.5 --- <br /> ----------------------------------------------------------------------------------------------------------------r <br /> 12 --- <br /> ----------- <br /> --- -------------------------------------------------------------------------- <br /> 11.5 --- ------------------------I--------------------I-------------I--------------------I------------------------r <br /> 11 -------------------------------I-------------r--------------------I-------------------- ----- <br /> 10.5 <br /> -U V .k-O&------------------------------------------------------------------ ----- <br /> 1 0 Slop 0,0151 ffm 129m A---------- <br /> 9.5 -I 7.84 ft-: <br /> P ------------------------------------------------------------ ----- <br /> UZn-4 4"ft <br /> ----------------------------- ..... <br /> BS ----------I-------------------- ----- <br /> 8i... -------------------------------------- ----- <br /> 75------ <br /> ----------I-------------------- ----- <br /> 7 --- --------------- <br /> 6.5 --- -------- <br /> 6 --- <br /> 55 --- <br /> 5 --- <br /> 45 --- <br /> 4 --- <br /> 3.5 --- <br /> 3 ----- <br /> 1-00 1-10 1-20 Ik 1.40 1 0 1-60 1.70 1-80 1-60 2- 2-0 2- 0 2H0 2-.50 2+.60 2-.70 MO 2-60 3-60 3.10 <br /> Station(ft) <br /> Node J--09 J--08 Olt-A <br /> Ri.lD <br /> R) 15.00 14.00 <br /> In-t(R) 7.84 6.64 3.97 <br /> Win Pipe Lover(R). 6.16 5.86 <br /> Max HGL lft). 11.73 11.43 ROD <br /> Link D Link-08 Link-06 <br /> Length(11): 79.73 129.03 <br /> Die(11): 1.00 1.50 <br /> Slope(RA 110151 0.0207 <br /> up" ft): 7.84 6.64 <br /> lI.:nZ:lI' 6.64 3.97 <br /> Max Q(Cfs): 2.23 2.51 <br /> Max Vel(Its): 2.84 1.42 <br /> Max Depth(11): 1.00 1.50 <br /> Autodesk Storm and Sanitary Analysis <br />