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s <br />i' <br />ARMORFLEX DESIGN REPORT <br />ArmorFlex Blocks by ARMORTEC Erosion Control Solutions <br />4301 Industrial Drive <br />Bowling Green, Kentucky 42101 <br />Phone (270) 843-4659 <br />Toll free (800) 305-0523 <br />Fax (270) 783-8952 <br />Design Report Printed from Armorflex Design Software <br />Report Type: Summary <br />Company: Bumett Consulting Engineers, Ltd. Client: City of Greeley, CO <br />Designer: Tom Bumett Waterway: North Eagleview <br />Project No.: 02.08 Location: Pond Channel Sta 23+00 <br />Report Date: 7/15/2003 Event: 100 year storm <br />Flow Scenario: Rectangular Channel <br />Block Cell Type: Open Cell Block <br />Block Taper Type: Untapered Block <br />Design Input for Factor of Safety Calculations <br />Channel Width (ft) = 16 <br />Channel Bed Slope (ft/ft) _ .046 <br />Bend Coefficient = 1.4 <br />Discharge (cfs} = 700 <br />Projection Height (in.) = 0.5 <br />Vertical Exageration for Plot = 1 <br /> <br />Average Depth = 2.4 <br />Graphical Output of Normal Depth Calculations <br />t~4 <br />