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• <br />• <br />s <br />• <br />e <br />6 <br />0 <br />ARMORFLEX DESIGN REPORT <br />ArmorF/ex Blocks by ARMORTEC Erosion Confro! 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 Consuhing Engineers, Ltd. Client: City of Greeley, CO <br />Designer: Tom Bumett Waterway: North Eagleview <br />Project No.: 02.08 Location: Channel Sta 17+00 (#3 Road crossing) <br />Report Date: 7/15/2003 Event: 100 year stone <br />Flow Scenario: Trapezoidal Channel <br />Block Cefl Type: Closed Cell Block <br />Block Taper Type: Untapered Block <br />Design Input for Factor of Safety Calculations <br />Width = 672 <br />Average Depth = 3.6 <br />Left Side Slope (_H:1 V) = 6 <br />Right Side Slope (_H:1 Vj = 6 <br />Channel Bottom Width (tt) = 24 <br />Channel Bed Slope (fUfl) _ .002 <br />Bend Coefficient = 1.17 <br />Discharge (cfs) = 700 <br />Projection Height (in.) = 0.5 <br />Vertical Exageration for Plot = 1 <br />Graphical Output of Normal Depth Calculations <br />1~4 <br />