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11 <br />South Perimeter Ditch - C6 t0 Outlet <br />Normal Depth <br />2.08 <br />ft <br />SroR. .}{•'s1 t$1 y X�}'k fiYq,S(; Yt ���11�'h'Y <br />t. `5 t`, `t� r.���. 1.% $wiRS 'S1?T ,'R':' �r �i �'k1 i�. <br />��`�.3 >;.' j ` 5 k'4.,;; :r�2'�3ayS"Yr,':., <br />$�. .,, ..�ii`. ,s ,.>, .a?.a.. "'r+, �F �. ;� e:: tn�.4. <br />*"y .., 3.., n.ir.�.,.: ....SC r :'k�YY,G ,,. ,k'a",n <br />..,.'•�., .tz �.� 2 s 3a1.�'ACt., e N�:."<�'��„' .��,„+k .'�d �'�.. <br />Hydraulic Radius <br />1.54 <br />ft <br />Top Width <br />22.39 <br />ft <br />Critical Depth <br />0.84 <br />ft <br />i • • • <br />„ <br />ft/ft <br />�3�R.. F x Y' � >f j 3 Y4�°f 3R hJ "r2 �✓f¢: <br />' ,i ri. '. .. ,,” Fr t%,� p}:..rr .F <br />} ?�."a'u£ }` �� t§ ,3- <br />Normal Depth <br />2.08 <br />ft <br />Flow Area <br />35.74 <br />ft2 <br />Wetted Perimeter <br />23.22 <br />ft <br />Hydraulic Radius <br />1.54 <br />ft <br />Top Width <br />22.39 <br />ft <br />Critical Depth <br />0.84 <br />ft <br />Critical Slope <br />0.01494 <br />ft/ft <br />Velocity <br />1.62 <br />ft/s <br />Velocity Head <br />0.04 <br />ft <br />Specific Energy <br />2.12 <br />ft <br />Froude Number <br />0.23 <br />Flow Type <br />Subcritical <br />Downstream Depth 0.00 ft <br />Length 0.00 ft <br />Number Of Steps 0 <br />Upstream Depth <br />0.00 <br />ft <br />Profile Description <br />Profile Headloss <br />0.00 <br />ft <br />Downstream Velocity <br />Infinity <br />ft/s <br />Upstream Velocity <br />Infinity <br />ft/s <br />Normal Depth <br />2.08 <br />ft <br />Critical Depth <br />0.84 <br />ft <br />Channel Slope <br />0.00060 <br />ft/ft <br />Critical Slope <br />0.01494 <br />fUft <br />Bentley Systems, Inc. Haestad Methods SoiBiWWd;W*wvMaster V81 (SELECTsenes 1) [08.11.01.03] <br />2121/2014 5:25:01 PM 27 Siemons Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Page 1 of 1 <br />