6600 MERRILL CREEK PKY BLDG A SHELL 2016-01-01 MF Import

7/26/99 1 :49 :4 pm Shareware Release page 14 Seaway Center Storm Drainage Conveyance Calculation 7144-con __________________________ ------- ----------------------�- REACH SUMMARY PIPE REACH ID No. P16A From: To: Pip� Diameter: 1.5000 ft n: 0 .0120 " Pipe Length . 60.0000 ft s: 0 .0020 Up invert : 600.7500 ft down invert: 600.6300 ft Collection Area: 2 .6600 Ac. Deaign Flow . 1.4058 cfa Dsgn Depth: 0.54 ft Pipe Capacity . 5.4892 cfa Deaign Vel . 2.4658 fps Travel Time: 0.41 min Pipe Full Vel . 3 .1879 fps PIPE REACH ID No. P17 From: To: Pipe Diameter: 1.5000 ft n: C . 0120 Pipe Length : 190 . 0000 ft s : 0 .0020 Up invert : 600. 6300 ft down invert: 600 .2500 ft Collection Area: 2 .6600 Ac. Design Flow . 1.4058 cfs Dsgn Depth: 0. 54 ft Pipe Capacity . 5.4892 cfs Design Vel . 2 .4658 fpa Travel Time: 1.28 min Pipe Full Vel . 3 .1879 fpa PIPE REACH ID No. P18 From: To: Pipe Diameter: 1.5000 ft n: 0 .0120 Pioe Length : 148 . 0000 ft s : 0. 0020 Up invert : 600 .2500 ft down invert: 599 .9496 ft Collection Area: 2 .6600 Ac. Design Flow . 1.4058 cfs Dsgn Depth: 0 . 54 ft Pipe Capacity . 5.5302 cfs Design Vel . 2 .4791 fps Travel Time: 0 . 99 min Pipe I'ull Vel . 3 .2117 fps PIPE REACH ID No. P19 From: To: Pipe Diameter: 1.5000 Et n: 0 . 0120 Pipe Length : 212 . 0000 ft s : 0 . 0020 Up invert : 599 . 9500 ft down invert: 599 .5196 ft Collection Area: 3 .5600 Ac. Design Flow . 1 . 9048 cfs Dsgn Depth: 0 .63 ft Pipe Capacity . 5 . 5302 cfs Design Ve1 . 2 . 6921 fps Travel Time: 1 . 31 min � Pipe Full Vel . 3 . 21.17 fps ,