In the figure given below,I have drawn the diagram of the given problem in which I have taken two sections 1&2 at which values to be calculated.
Pressure at section 1,P1=735 kPa
Pressure at section 2,P2=550 kPa
Diameter of pipe at section 1,D1=31 mm
Diameter of pipe at section 2,D2=19 mm
Specific gravity of the flowing fluid,(S.G.)f =1.2
Density of water, =1000 kg/m3
So, density of the flowing fluid,=1.2*=1.2*1000
=> =1200 kg/m3
Solution:
Applying continuity equation b/w section 1 & section 2:
Mass flow rate at section 1=Mass flow rate at section 2
=> *A1*v1 =*A2*v2 {Since flow is incompressible}
=> A1*v1=A2*v2
where A1 & A2 are the c/s area of pipe at section 1 & section 2 respecctively.
v1 & v2 are the velocities of fluid flow at section 1 & section 2 respecctively.
Putting the values of D1 and D2 in the above eq.
we get; 312*v1 =192*v2
=> v1 =0.37565*v2
Now appplying Bernoulli's eq. b/w section 1 and section 2
g is the accelaration due to gravity =9.81 m/sec2
{since nothing is mentioned about the losses during the flow.so I have not considered loss term in the above eq.}
Since, pipe is horizontal which means Z1 =Z2=Z.
Above eq. becomes
Putting the values in the above eq. , we get
So,velocity of fluid at throat,v2=18.9481 m/sec [Ans]
Note:No options given below are for this problem.You can recheck that.
***Thank you***
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