6411 BROADWAY 2016-01-01 MF Import

•� � � � r� Reservoir Report P� � Erqlbh Reservoir No. 1 - 3' pipe Pond Data Pipe diameter = 3.OD R Pipe length = 62.8 ft invert elevation = 321.50 ft Stage/Sbonge Table Stap� EI�vaHon Contour ana Incr.Storags Total storap� it R sqR cuft cuft 0.00 321.50 00 0 0 0.30 321.80 00 23 23 0.60 322.10 00 40 64 0.90 322.40 00 48 112 1.20 322.70 00 54 166 1.50 323.00 00 57 223 1.80 323.30 DO 56 279 2.10 323.60 00 54 332 2.40 323.90 00 48 381 2.70 324.20 00 40 421 3.00 324.50 00 23 444 Culvert/Orifice Structures Weir Structurea IA] [B] I�l Nl IAl [Bl I�] Nl Rlse In = 6.0 0.8 1.5 7.0 Cnst Len R = 2.0 0.0 0.0 0.0 Span in = 8.0 0.6 1.5 1.0 Crnt EI.R = 324.20 0.00 0.00 0.00 No•B�rtsls = 1 7 1 1 WNr CoH'(. = 3.00 0.00 0.00 0.00 InveR EI.R = 321.50 321.50 323.15 323.67 Eqn. Eup. = 1.50 0.00 0.00 0.00 Lenyth R = 150.0 0.0 0.0 0.0 MuftiStaps = Yes No No No Slops X = 1.00 0.00 0.00 0.00 N-Ydus = .013 .013 .013 .013 OrN.Coeff. = 0.60 0.60 0.60 0.60 Muld�hpe = - Yes Yes Yes Tallwahr Elevadon � 0.00 R IMc M o�Mom hn EMII�Wyib uOR Y141�tl nIM mnbW. Stage I Storage / Discharge Table Stage Stonp� ElevaGon Clv A Clv 8 CN C Clv D Wr A Wr 8 Wr C Wr D Diseh�rgs ft cutt R cfs cfs ch cf� cfs cts cfs cis cfs 0.00 0 321.50 0.00 0.00 0.00 0.00 0.00 - - - 0.00 0.30 23 321.80 0.24 0.00 0.00 0.00 0.00 - - - 0.00 0.60 64 322.10 0.55 0.01 0.00 0.00 0.00 - - - 0.01 0.90 112 322.40 0.60 0.01 0.00 0.00 0.00 - - - 0.01 1.20 166 322.70 0.64 0.01 0.00 0.00 0.00 - - - 0.01 1.50 223 323.00 0.69 0.01 0.00 0.00 O.OG - - - 0,01 1.80 279 323.30 0.73 0.01 0.02 0.00 0.00 - - - 0.03 2.10 332 323.60 0.76 0.01 0.04 0.00 0.00 - - - 0.05 2.40 381 323.90 0.80 0.01 0.05 0.01 0.00 - - - 0.07 2.70 421 324.20 0.83 0.01 0.06 Q.02 0.00 - - - 0.09 3.00 444 324.50 0.87 0.00 0.00 0.00 0.99 - - - 0.87