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7ab1e TR-86-2-2 <br />(Continued) <br />SEDIMENTATION POND •F• - OUTLET WORKS DESIGN <br />Top of Riser Elev. <br />Outlet Orifice - Center Elevations <br />Set i<1 - 2 inch (existing) <br />- 2 - 5 inch (proposed) <br />Maximum Outlet Head: <br />Orifiice Areas (a in square feet) <br />- 2 inch orifice <br />- 2.5 inch orifice <br />- Total <br />Discharge Coefficient (C) <br />Discharge Equation: Q = Ca(2gh)0.5 <br />• (Orfice Flow Control) <br />0(cts) <br />r1 <br />L. J <br />6826.5 <br />6825.0 <br />6825.0 <br />1.5 ft. <br />0.0218 <br />0.2728 <br />0.2946 <br />0.59 <br />Exhibit 13 - 1(p) 09-22-86 <br />H (FEET) <br />