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<br />. <br /> <br />. <br /> <br /> ****** COMPUTED MANNINGS N ****** <br />DEPTH TO WATER LINE = 4.50 FEET <br />DISTANCE TO -- <br />WATER LINE/NEAR BANK INTERSECT = 5.00 FEET <br />WATER LINEI FAR BANK INTERSECT = 34.00 FEET <br />FLOW = 33.40 CFS <br />AREA = 19.55 SQ FEET <br />WETTED PERIMETER = 2'3.25 FEET <br />HYDRAULIC RADIUS = .57 FEET <br />SLOPE = .70 ~ <br />COMPUTED MANNINGS N = .055 <br /> <br /> ***** STAGE ANALYSIS FOR SOUTH FORK SAN MIGUEL ***** <br /> SLOPE = .701<- MANNINGS N =.0551 <br /> DIST TO TOP AVE MAX WETD HYD <br /> WATER WIDTH DEPTH DEPTH AREA PERIM RADIUS DISCH VEL <br /> (FT) (FT) (FT) (FT) (SQ FT) (FT) (FT) (CFS) (FPS) <br />------------------------------------------------------------------------- <br /> 70,S /''1IJ'\r <br /> 4.50 29.00 . 58 1.20 19.55 29.25 .57 33.40 1. 70 <br /> 4.70 24.57 .57 1. 10 15.47 24.91 . 55 27.59 1. 58 <br /> 4.80 24.00 .58 1. 00 14.00 24.21 .. 58 21.53 1. 54 <br /> 4.90 23.33 .50 .90 11. 73 23.52 .5121 15.35 1. 39 <br /> 5.00 19.33 .47 .80 9.13 ci9.5p .47 12.20 1. 34 <br /> 5.10 18.57 G1) .70 7..33 18.83 .39 "a.J;'L.? t._18 <br /> 5.20 15.00 3'" .50 5..60 15. 15 -'" 5. 13 ~9~ <br /> . ..c, . ~... <br /> 5.30 13.50 .. 2.9 .50 3.93 13. 54 ..29 3.79 . 7 <br /> 5.40 12.33 -.- .2; .40 2.B3 12.42 .23 2.34 .83 <br />* .2~ <br /> 5.50 7.20 .21 .30 1.48 7.25 .20 1.14 .77 <br /> 5.50 5.80 .13 .20 .88 5.83 1"" .. 50 .57 <br /> . .., <br /> <br />. <br /> <br />. <br />