The Sewerage of Sea Coast Towns by Henry C. Adams
page 125 of 154 (81%)
page 125 of 154 (81%)
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of--namely, Saph and Schoder's formula for the discharge of
water mains, V = 174 3rd_root(R^2) x S^.51*. Substituting values similar to those taken previously, this formula can be written 2497/(15 pi d^2) = 174 x 3rd_root(d_2)/3rd_root(4^2) x 1^.51/300^.51 or d^2 x 3rd_root(d^2) = 3rd_root(d^6) = (2497 x 3rd_root(16) x 300^.51) / (174 x 15 x 3.14159) or* log d = 3/8 (3.397419 + 0.401373 + (54 x 2.477121) - 2.240549 - 1.176091 - 0.497150) = 3/8 (1.222647) = 0.458493 * d = 2.874* feet = 34.388 say 34 1/2 inches. By Neville's general formula the velocity in feet per second = 140 SQRT(RS)-11(RS)^(1/3) or, assuming a diameter of 37 inches, V = 140 X SQRT(37/(12 x 4) x 1/300) - 11 (37/(12x4x300))^(1/3) = 140 x SQRT(37/14400) - 11 (37/1440)^(1/3) = 7.09660 - 1.50656 = 5.59 feet per second. Discharge = area x velocity; therefore, the discharge in cubic feet per minute |
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