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OI6D <br />eNEROCHAN DESIGNS A CHHNNEL BASED ON PROCEDURES IN <br />. APPLIED HYDROLOGY HND SEDIMENTOLOGY <br />FOR DISTURBED AREHS <br />BY BARFIELD, WARNER, AND HAAN <br /> <br />AVAILABLE FROM <br />• OKLAHOMH TECHNICAL PRESu <br />815 HILLCREST <br />57"ILLWHTER, OK 74074 <br />TRHPEZOIDAL CHHNNEL <br />CHANNEL CAPACITY = 41.063 CFS <br />DESIGN VELOCITY = 4.88895 FPS <br />CHANNEL SLOPE = 2 <br />~yr„{N, /1 ~ /nf ? ~ Ci~P~~ <br />MANNINGS N = ,038 <br />'DESIGN FLOW DEPTH = 1.150432 FEET ~~~ ~les£~1 ~~ ~1~ ~~~ ~`~~"'4 <br />DESIGN FREEBOARD = .4 FEET !5 cD ~ <br />TOTAL CHANNEL DEPTH = 1.550432 FEET <br />CHANNEL TOP WIDTH = 11.20173 FEET <br />CHANNEL SIDE SLOPE = 2 TO 1 <br />DESIGN BOTTOM WIDTH = 5 FEET <br />~RHPEZOIDAL CHANNEL <br />CHHNNEL CAPACITY = 120 CFS ~`~4b~~11~t+f^Q/1~ ~J~(~ <br />DESIGN VELOCITY = 4.82466 PS ~ `o~i-h,~ ~~wl ~o ~-`~~ <br />CHHNNEL SLOPE = 50 <br />MANNINGS N = .03B <br />DESIGN FLOW DEPTH <br />DESIGN FREEBOARD = <br />TOTAL CHHNNEL DEPTH <br />CHANNEL TOP WIDTH = <br />'~ CHANNEL SIDE SLOPE <br />DESIGN BOTTOM WIDTH <br />r'1 <br />TRAPEZOIDAL CHHNNEL <br />0 <br />.4672976 FEET <br />.4 FEET <br />- .8672976 FEET <br />8.469191 FEET <br />2 TO 1 <br />- 5 FEET <br />CHANNEL CAPACITY = 41,16216 <br />DESIGN VELOCITY = 11.74732 <br />CHANNEL SLOPE = 2S <br />MANNINGS N = .038 <br />~o ~~ ~`a'"'~,ld <br />~`"~fi r1-t~~~~ ~edu~fion ~ <br />CFS G:~Q C~ ~J2 CU ~+~ <br />FPS <br />2~°/v 7 II.7-~~~ <br />DESIGN FLOW DEPTH = .5705715 FEET <br />DESIGN FREEBOARD = ,4 FEET <br />TOTAL CHANNEL DEPTH = .9705715 FEET <br />CHHNNEL TOP WIDTH = 8.882286 FEET <br />CHANNEL SIDE SLOPE = 2 TO 1 <br />SIGN BOTTOM WIDTH = S FEET <br />TRAPEZOIDHL CHANNEL <br />CHANNEL CAPACITY = 41.39554 CFS <br />• DESIGN VELOCITI' = 11.56666 FPS <br />C:HANN I rl OPE_ = _~4__%_-______-~- <br />MANNINGS N = .038 <br />• DESIGN FLOW DEPTH = ,2847272 FEET <br />DESIGN FREEBOARD = .4 FEET <br />T07AL CHANNEL DEPTH = .6847272 FEET <br />CHANNEL TOP WIDTH = 14,73891 FEET <br />CHANNEL SIDE SLOPE = 2 TO 1 <br />SIGN BOTTOM WIDTH = 12 FEET <br />. TRAPEZOIDAL CHANNEL <br />CHANNEL CAPACITY = 41,25577 CFS <br />DESIGN VELOCITY = 10.68867 FPS <br />CHANNEL SLOPE = 50 <br />MANNINGS N = .038 <br />DESIGN FLOW DEPTH = .2490479 FEET <br />DESIGN FREEBOARD = .4 FEET <br />TOTAL CHANNEL DEPTH = .649048 FEET <br />CHANNEL TOP WIDTH = 17.59619 FEET <br />CHANNEL SIDE SLOPE = 2 TO 1 <br />DESIGN 80TTOM WIDTH = 15 FEET <br />bvlF~svi w~`}1n `-`'O~~ ~~PG~ <br />Jl~~~7 <br />=7 ~ I .5 -~'~S <br />Imo' <br />~s ' 7 icy ~ fP`s <br />