A Treatise On Hydraulics

Cover A Treatise On Hydraulics
A Treatise On Hydraulics
Mansfield Merriman
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53 will give the best results ; in order that H^ may correctly indicate the mean pressure in a^ , connection seems to be required both at the bottom and sides of the tube like that at a^. It is thought,, moreover, that the elevation E should be measured to the centre of the section rather than to the top. The lower pie-^ zometer //, is not an essential part of the apparatus and majf be omitted, although it was of value in the experiments as show- ing the total loss of head.
Prob. 91. Given a^ =
... 7.074 and a^ = 57-823 square feet, //, = 12.204, £ = 90.909, and //, = 96.724 feet, to compute the coefficient of discharge when g = 243.87 cubic feet.
Digitized by Google l62 FLOW THROUGH FIFES. [Chap. VII CHAPTER VII.
FLOW THROUGH PIPES.
Article 72. Fundamental Ideas.
The simplest case of flow through a pipe is that where the discharge occurs entirely at the end, there filling the entire sec- tion, as in a tube ; such pipes are said to be in a condition of full flow. Other cases are those where the discharge is drawn from the pipe at several points along its length, as in the water mains for the supply of towns.


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