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

7/26/99 1 :49 :4 pm Shareware Release page 12 Seaway Center C Storm Drainage Conveyance Calculation 7144-con --------------------------------------------------------------------- REACH SUMMARY PIPE REACH ID No. P09 From: To: Pipe Diameter: 0 .6667 ft n: 0.0120 Pipe Length . 78.0000 ft s: 0 . 0051 Up invert : 600.7000 ft down invert : 600 .2999 ft Collection Area: O.1S00 Ac. Design Flow . 0.1054 cfa Dsgn Depth: 0.15 ft Pipe Capacity . 1.0113 cfs Design Vel . 1.7807 fps Travel Time: 0 .73 min Pipe Full Vel . 2.9734 fps PIPE REACA ID No. P10 From: To: Pipe Diameter: 1. 0000 ft n: 0 .0120 Pipe Length : 130 .0000 ft s: 0. 0069 Up invert : 600 .3000 ft down invert : 599.4004 ft Collecticii Area: 0 .7600 Ac. Design Flow . 0.4214 cfs Dagn Depth: 0 .24 ft � Pipe Capacity . 3 .4631 cfs Design Vel . 2 .8342 fps Travel Time: 0 .76 min Pipe Full Vel . 4 .5253 fps PIPE REACH ID No. P11 From: To: Pipe Diameter: 0 .6667 ft n: 0 . 0120 Pipe Length . 25. 0000 ft s : 0 .0100 Up invert : 599.7500 ft down invert : 599 .5000 ft Collection Area: 0 .1300 Ac. Design Flow . 0 . 0668 cfs Dsgn Depth: 0 .10 ft Pipe Capacity . 1.4120 cfs Design Vel . 1. 9692 fps Travel Time: 0 .21 min Pipe Full Vel . 4 . 1514 fps PIPE REACH ID No. P12 From: To: Pipe Diameter: 1 . 2500 ft n: 0 . 0120 • Pipe Length : 208 . 0000 �t s : 0 . 0036 Up invert : 599 . 5000 ft down invert : 598 .7512 ft Co1lecCion Area: 1 . 7900 Ac. Design Flow . 0 . 9500 cfs Dsgn Depth: 0 .40 ft Pipe Capacity . 4 . 5289 cfs Design Vel . 2 . 7713 fps Travel Time : 1 .25 min ( Pipe Full Vel . 3 . 7875 fps