International Correspondence Schools · Scranton, Pa. : The Colliery engineer co. · leaf 398
sur- face of the liquid.3.837^ 10527.36 =3.8377 lb. per sq. in. .■■ = 8.8426 feet = head in feet due to the pressure of 105 pounds = //,. 6 ft. 10 in. r= 6.8333 ft. = //. 7/ = 4/2i(//, + //) = f/2i-(8.8426 4-6.8333) = f/2x 32.16 X 15.6759 =81.75 ft. per sec. Ans. lOOi-). When water issues from the… … K U A Fig. 175. The range may be calculated more conveniently by thefollowing formula: R = 4/4^77 (34.) in which R is the range, h is the head, or equivalent head, atthe level of the orifice, and y is the vertical height of theorifice above the point where the water strikes, all dimen-sions being…
Railroad engineering
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