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RMANENT DIVERSION <br />YPICAL .SECTION D-D~ <br />(FROM HYDRO-TRIAD, LTD.. ) <br />WATERSHED A <br />TABLE A <br />FIGURE 2.3-2 <br />HYDROLOGIC DATA <br />DRAINAGE AREA =600AC <br />ql~= 124 cfs <br />d =124 195 ft.2 <br />100 ' <br />A=17.37 fps <br />n = 0.04 <br />R=1.18ft. <br />s = 0.025 ft./ft. <br /> <br />~~ <br />.~ <br /> <br />L' <br />2 <br />EMBANKMENT <br />HYDRAULIC DATA <br />AAANNING EQUATION <br />Q = 149 AR2/3sl/2 <br />n <br />NOTES CUT SLOPE SHAI.L~ <br />BE DETERMINED IN <br />THE FIELD(I~I OR/ <br />GREATER) // <br />~I <br />I <br />I~ ~I - , !~ <br />FILL <br />DUMPEb R <br />GUTTER <br />6' <br />ORIGINAL GROUND <br /> <br />S.E.I. 1/81 MW/~rp <br />