Text-Book On Hydraulics: Including An Outline of the Theory of Turbines

Cover Text-Book On Hydraulics: Including An Outline of the Theory of Turbines
Text-Book On Hydraulics: Including An Outline of the Theory of Turbines
Hoskins, Leander Miller, 1860-
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B, The resultant of these latter forces can therefore be determined if the pressures in the stream at A and B are known. The equal and opposite reaction to this force is the force exerted by the stream upon the portion AB'oi the pipe.
EXAMPLES.
1. Let the axis of the pipe in Fig. 88 be horizontal, the diameter at A A being 1 ft. and at B .5 ft. Assume the rate 5-.^^^^^^^ ?^^^^=^^^ of discharge to be 2 cu. ft. per second in the gj^=^-^^^ ^^§^ direction AB, and the pressure head at the '^^ center
... of the section A to be 12 ft. Compute Fig. 88. ^j^g resultant force exerted upon the pipe by this portion of the stream, on the assumption of no loss of head.
From the given data 7i =2.55, 72 = 10.2, FiV2sf = .101, V2^/2g^\J^2.
Assuming no loss of head.
w 2g w 2g' from which p2/w = 10.5 ft.
THEORY OF PITOT'S TUBE. 171 The increment of momentum per second for the body AB is F(^,_^.)- 62.5x2x(10^20-2.55) ^^^^.
g o^*£i hence the resultant of all forces acting upon this body is 29.7 lbs. in the direction AB.


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