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<br /> ****** COMPUTED MANNINGS N ****** <br />DEPTH TO WATER LINE = 5.00 FEET <br />DISTANCE TO -- <br />WATER LINE/NEAR BANK INTERSECT = 10.00 FEET <br />WATER LINE/ FAR BANK INTERSECT = 32.20 FEET <br />FLOW = 13.78 CFS <br />AREA = 9.41 SO FEET <br />WETTED PERIMETER = 22.39 FEET <br />HYDRAULIC RADIUS = .42 FEET <br />SLOPE = 1. 00 lio <br />COMPUTED MANNINGS N = .057 <br /> <br />***** STAGE ANALYSIS FOR NORTH FORK HENSON CREEK ***** <br /> <br />SLOPE = 1.00lio MANNINGS N =.0569 <br /> <br />DIST TO TOP AVE MAX WETD HYD <br />WATER WIDTH DEPTH DEPTH AREA PERIM RAD IUS DISCH VEL <br />(FT) (FT) (FT) (FT) (SO FT) (FT) (FT) (CFS) (FPS) <br />-----------7z3~~~~------------------------------------------------------ <br />5.00 -20. 00 .46 1.00 9.20 20.20 .46 14.21 1. 55 <br />5.10 19.33 (.38> .90 7.33 09.5'1) .38 ( 9.97) 1.36 <br />5.20 14.00 .37 .80 5.20 14.17 .37 6.96 1. 34 <br />5.30 12.00 .32 .70 3.80 12.17 .31 4.56 1.20_ <br />5.40 11. 33 .24 .60 2.73 11. 47 .24 2.74 (1.00 " <br />5.50 5.67 .23 .50 1.32 5.77 .23 1. 28 ' .97 <br />5.60 3.33 .20 .40 .67 3.43 .19 .58 .88 <br />5.70 3.00 .15 .30 .45 3.07 .15 .33 .73 <br />5.80 2.00 .10 .20 .20 2.04 .10 .11 ~~ <br /> .o.Jo.J <br /> <br />, <br /> <br />. <br />