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<br /> ****** COMPUTED MANNINGS N ****** <br />DEPTH TO WATER LINE = 3.80 FEET <br />DISTANCE TO -- <br />WATER LINE/NEAR BANK INTERSECT = 5.00 FEET <br />WATER LINE/ FAR BANK INTERSECT = 39.00 FEET <br />FLOW = 40.71 CFS <br />AREA = 24.80 SQ FEET <br />WETTED PERIMETER = 34.23 FEET <br />HYDRAULIC RADIUS = .72 FEET <br />SLOPE = 1. 30 ~ <br />COMPUTED MANNINGS N = .083 <br /> <br />***** STAGE ANALYSIS FOR HENSON CREEK ***** <br /> <br /> SLOPE = 1.3121~ MANNINGS N =.0833 <br /> DIST TO TOP AVE MAX WETD HYD <br /> WATER WIDTH DEPTH DEPTH AREA PERIM RAD IUS DISCH VEL <br /> (FT) (FT) (FT) (FT) (SQ FT) (FT) (FT> (CFS) (FPS) <br />------------------------------------------------------------------------- <br /> <90 "11t;r <br /> 3.80 33.00 . 75 1.2121 24.6121 33.24 .74 40.96 1. 66 <br /> 3.90 32.50 .66 1. 10 21.48 32.71 .66 33.1211 1. 54 <br /> 4.1210 31. 40 .58 1. 00 18.28 31. 59 .58 25.83 1.41 <br /> 4.10 30.30 .50:"\ .90 15.20 30.47 .5121 19.44 1.28 <br /> 4.2121 29.2121 .80 1'-' r..-, ':;'9-5 4'" 13. 8f:"10~1. 13' /0/ <br /> ~J.4 c. ":'':\0 CfJI;;;. ..;) . ~ <br /> 4.3121 27.1210 .~ .70 9.1210 27.14 .33 8.77' - .97) <br /> 4.40 27.00 .24 .60 6.60 27.12 .24 5.23 .79 <br /> 4.50 25.121121 .16 .50 4.00 25.11 .16 2.39 .60 <br />* 4.6121 20.90 .10 .4121 2.1211 cZ0. ,:/,/:i:) .10 .85 .43 <br /> 4.70 4.05 .15 .3121 .61 4.09 .15 3~ .57 <br /> . ..J <br /> 4.80 2.7121 .10 .2121 .27 2.73 .1121 1 ",. .44 <br /> . ~ <br /> <br />. <br /> <br />. <br />