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Open Channel Calculation - "V" Design <br /> ie�c�:Eyrx�e�c�r�r:kk��e�e�e*�ek�tkEktE�e*�ete�eF�e�t�s��e 'e�c�e�6r�eEitk��e3c�t�eicie�e�ele� k�r�e�t�r:�e�e�e��eie:k* <br /> Project: FOOTHILL SANITARY LANDFILL <br /> DESCRIPTION: PRELIMINARY CLOSURE DRAINAGE CALCULATIONS <br /> CALCS . ARE BASED ON M.A.NNINGS FORMULA <br /> Notes: CAPACITY OF A "V" DITCH 3/4 ' DEEP, 50' TOP <br /> n VALUE: 0 . 030 <br /> s (SLOPE) : 0. 0250 <br /> s/s (RATIO TO 1) : 33 . 33 <br /> DEPTH: 0 . 75 Ft. <br /> BOTTOM WIDTH: 0. 00 Ft. <br /> Top Width: 50. 00 Ft. <br /> -------------------------------------------------------------------- <br /> Area: 18 . 75 Sq. Ft. <br /> Wetted Perimeter: 50 . 02 Ft. <br /> Hydraulic Radius: 0. 3748 <br /> R^ (2/3 ) : 0 . 5199 <br /> Velocity: 4 . 0714 fps <br /> Flow Quantity: 76 . 3311 cfs <br /> Design for North Ditch, Top of Landfill (Area K) <br />