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<br />PERMANENT DIVERSION <br />TYPICAL SECTION E - E ~ <br />(FROM HYDRO-TRIAD,LTD.) <br />WATERSHED A <br />TABLE A <br />FIGURE 2.3-3 <br />HYDROLOGIC DATA <br />DRAINAGE AREA =600AC. <br />QI~ =124cfs <br />HYDRAULIC DATA <br />MANNING EQUATION <br />0 = 1.49 AR2/3 sl/2 <br />n <br />0= 124cfs <br />dl~= 0.66 ff. <br />A = 10.58 ff.2 <br />n = 0.042 <br />R = 0.61 f f. <br />s = 0.30 it/if. <br />V= Ln9 R2/3 si/2 <br />V= 13.89 fps <br /> <br />S.E.I. I/8/ MW/~rp <br />GUTTER <br />