609
15–129.
A
C
B
650 mm
600 mm
30
The water flow enters below the hydrant at Cat the rate of
.It is then divided equally between the two out-
lets at Aand B.If the gauge pressure at Cis 300 kPa, deter-
mine the horizontal and vertical force reactions and the
moment reaction on the fixed support at C.The diameter
of the two outlets at Aand Bis 75 mm, and the diameter of
the inlet pipe at Cis 150 mm. The density of water is
.Neglect the mass of the contained water
and the hydrant.
rw=1000 kg>m3
0.75 m3>s
SOLUTION
Free-Body Diagram: The free-body diagram of the control volume is shown in
Fig.a.The force exerted on section Adue to the water pressure is
The speed of the water at sections A,B, and Care
Steady Flow Equation: Writing the force steady flow equations along the xand
y axes,
Writing the steady flow equation about point C,
FC=pCAC=
Ans: