Laserfiche WebLink
Outfall A - 25yr <br /> Conveyance <br /> -------------------------------------------------------------- - ----- ------------------------------------------------------------------------------- <br /> 175 --- --------I-------------------------------------------------------------------------- ---------------- <br /> --------------------------------------------r----------T-----------------------I----------7-------------------------------------- <br /> 17 ----------- -------------- ---------1----------- ----------------------------------------------------------------------------L-------------------------------------------------- <br /> -------------------------------- <br /> 16.5 -------------------------------------------I-------------------- -------------------------------------------------------------------------------------------------------------------------------------------- <br /> ---------------------------------------------:-------------------------------- <br /> 16 --- -------: <br /> --------------------------------------------------------r----------T-----------------------r----------7--------------------------------------- <br /> 15.5 --------------- ----------------------------- ------ <br /> .1..........I..........I-------------I.......... ry ix w <br /> rv ------------------------------------------------------------------------------------------------------------------------------------------------ <br /> is --- ---------------------------------------------------- <br /> --------------------------------- A-------------------------------------------------------------------------------- <br /> I . ------------------------------I------------------------r <br /> 14.5 --- ----------------- ---- -- - -- ---------------------------------- ....... , <br /> ----------------------------------------- ----------------------------------------------------------------- <br /> 14 --- <br /> ---------- --------------------------------------------------------------------------------------------------------------------------------------- <br /> 135 --- -----------------------------------------4---------------------I--------------------------------------------------------------- <br /> 13 --- ...-------------------------------------------------------------------------------------------------------------------------------------- <br /> 12.5 --- -------------------------------------------------------------------------------------------------------------- <br /> 12:--- <br /> -1------------------------r----------T--------------------------------------------------------------------r <br /> -11.5i... ------------------------r--------------------------------------------------------------------------------I <br /> 11 ---------------- -------------------I---------------------------------I--------------------- ----- <br /> 10.5, ------L I h*-V-Ugk-O&----------- <br /> I-----------..........-------------------------------- ..... <br /> 10 slope 0,0151 ffm ----------: <br /> 7:4 ft I-------------I--------------------I-------------------- ----- <br /> 9.5- Up in"n ------------------------------------------------------------ ----- <br /> Dn­4 4 ft <br /> 9 --------:----------I-------------------- ..... <br /> BL- -------------------------------------- ----- <br /> ---------------------------------------- ..... <br /> 75 --- ---:------- <br /> ---------- :-------- ----- <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 1-50 1-BO 1.70 1-80 1-60 2-00 2-10 2-20 0 0 2-50 21fi13 2-70 2-80 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). 11.54 11.40 11.013 <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): 1.75 1.98 <br /> Max Vel(Its): 2.23 1.12 <br /> Max Depth(11): 1.00 1.50 <br /> Autodesk Storm and Sanitary Analysis <br />