[Basic Hydraulics] The Pitot Tube/Manometers

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SUMMARY

The discussion focuses on calculating the flow rate (Q) using a Pitot tube and manometer setup. Key parameters include diameters D1 = 100 mm and D2 = 75 mm, with water as the fluid in the pipe and mercury in the manometer, having a specific gravity of 13.6. The height difference of the mercury columns is 80 mm. The solution involves applying Bernoulli's Equation and the Equation of Continuity, while also considering the additional pressure term from the flow velocity, represented as V²/(2g).

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  • Understanding of Bernoulli's Equation
  • Familiarity with the Equation of Continuity
  • Knowledge of fluid properties, specifically specific gravity
  • Basic principles of manometry and flow measurement
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Homework Statement



Determine the flow rate, Q.

Ignore energy losses.

Given:

D1 = 100 mm
D2 = 75 mm
Fluid in the pipe is water.
Fluid in the metre is mercury.
S.G. of Mercury is ~13.6.
The difference in height of the mecury columns is 80mm.

Diagram is below.

t8mfz4.jpg


Homework Equations



Bernoulli's Equation.

Equation of Continuity. (Q1 = Q2)

The Attempt at a Solution



I approached this as a manometer question, but with that orifice in the flow I was unsure on how to proceed. I chose a datum as the lower of the two levels of mercury. The expressions I got were:

Px-x = Pressure due to the flow + Pressure due to the height of the water above the mercury + the pressure due to the mercury above the datum. This was for the left hand side.
Px-x = P1 + ρwgh + ρmgh', where h' = 80 mm and h is an unknown height which cancels out when the left side and right side are equated.

For the right hand side I said

Px-x = Pressure due to the flow + Pressure due to the height of the water.
Px-x = P2 + ρwg(h+h')

For this second equation I feel there is something missing, surely that opening in the flow causes an additional term to be added?
 
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The tube on the right is facing the flow so it is measuring total pressure. You should include the V^2/(2*g) term. The water must come to a stop at the mouth of the tube. Pressure generated is V^2/2g.
 

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