Towers And Tanks for Water Works the Theory And Practice of Their Design And Co

Cover Towers And Tanks for Water Works the Theory And Practice of Their Design And Co
Towers And Tanks for Water Works the Theory And Practice of Their Design And Co
J N James Nisbit Hazlehurst
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I2S. -. .
100 no IQC . .
1 2O I4O. .
T A e I4O I SO I SO In considering the effect of the pressure due to the height or head of water, or " static head, " exerted upon the inter- ior surfaces of a cylindrical structure such as a stand-pipe, the explanation given by Trautwine is so concise and clear that it is copied here without further apology : " In the figure, which represents a vessel full of water, the total pressure against the semi-cylindrical surface a v e m d k and perpendicular to i
...t, must be also horizontal, because the surface is vertical ; but inasmuch as the surface is curved, this 90 TOWERS AND TANKS FOR WATER-WORKS.
total pressure acts against it in many directions, which might be represented by an infinite number of radii drawn from o as a centre. But let it be required to find the horizontal pres- sure in Ibs. In one direction only, say parallel to o e, or perpen- dicular to a d, which would be the force tending to tear the curved surface away from the flat sides a b n v, and d c s k> by producing fractures along the lines a v and d k, or which would tend to burst a pipe or other cylinder.


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