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ERMANENT DIVERSION <br />YPICAL SECTION E= E ~ <br />(FROM HYDRO=TRIAD;LTp.) <br />WATERSHED A <br />TABLE A <br />FIGURE 2.3-3 <br />HYDROLOGIC DATA <br />DRAINAGE AREA =600AC. <br />(jl~ =124cfs <br />HvDFiduuc DArA . <br />MANNING EQUATION <br />Q = I.n9 AR2/3 s I/2 <br />Q = 124 cfs <br />d~~= 0.66 ft. <br />A =10.58 ft.2 <br />n = 0,055 <br />R= 0.61 ft. <br />s = 0.30 ft/ft. <br /> <br />