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<br /> ****** COMPUTED MANNINGS N ****** <br />DEPTH TO WATER LINE = 5.30 FEET <br />DISTANCE TO -- <br />WATER LINE/NEAR BANK INTERSECT = 5.00 FEET <br />WATER LINE/ FAR BANK INTERSECT = 17.00 FEET <br />FLOW = 6.78 CFS <br />AREA = 5.10 SQ FEET <br />WETTED PERIMETER = 12. 18 FEET <br />HYDRAULIC RADIUS = .42 FEET <br />SLOPE = 2.90 ~ <br />COMPUTED MANNINGS N = .107 <br /> <br />***** STAGE ANALYSIS FOR NORTH FORK HENSON ***** <br /> <br />SLOPE = 2.90~ MANNINGS N =.1065 <br /> <br />D 1ST TO <br />WATER <br />(FT) <br /> <br />TOP <br />WIDTH <br />(FT> <br /> <br />AVE <br />DEPTH <br />(FT) <br /> <br />MAX <br />DEPTH AREA <br />(FT) (SQ FT) <br /> <br />WETD <br />PERIM <br />(FT> <br /> <br />HYD <br />RADIUS <br />(FT> <br /> <br />DISCH <br />(CFS) <br /> <br />VEL <br />(FPS) <br /> <br /> iN, Ot) MAl' <br />6.30 12.00 .43 .60 5.10 12.18 .42 6.78 1.33 <br />6.40 10.80 ~3~ .50 3.86 10.96 -0:- 4.57 1. 18'\ <br />. ~..J <br />6.50 10.60 /.27 "..2.- .40 2. 84;cp{ 10. 72 .27 'j 7~-' 98/ <br />~. _ /,6CV . ~ I <br />5.50 9.90 ~ 18 .30 1. 82 '-....9. 98.> .18 1. ~ _ . 76 <br />6.70 6.00 .13 .20 .80 6.02 .13 .49 6'" <br />. '" <br /> <br />. <br /> <br />. <br />