Fluid Mechanics: Fundamentals and Applications
Fluid Mechanics: Fundamentals and Applications
4th Edition
ISBN: 9781259696534
Author: Yunus A. Cengel Dr., John M. Cimbala
Publisher: McGraw-Hill Education
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Chapter 3, Problem 51P

Consider the system shown in Fig. P3-51. If a change of 0.9 kPa in the pressure of air causes the brine-mercury interface in the ratio to right column to drop by 5 mm in the brine level in the right column while the pressure in the bine pipe remains constant, determine.

Expert Solution & Answer
Check Mark
To determine

The ratio of A2/A1.

Answer to Problem 51P

The ratio of A2A1 is 0.429.

Explanation of Solution

Given information:

The change in pressure is 0.9kpa and the drop in the right column in the brine level in the right column is 5mm and the pressure in the brine pipe remains constant.

The following figure shows the arrangement of the liquids in the differential tube.

Fluid Mechanics: Fundamentals and Applications, Chapter 3, Problem 51P

Figure-(1)

Write the expression for equating the pressure of the fluids in both the limbs initially.

  PA1+(ρwghw)+(ρHgghHg)1=PB+(ρbrghbr)1PA1+(ρwghw)+(ρHgghHg)1(ρbrghbr)1=PB....... (I)

Here, the initial pressure of air is PA1, the density of water is ρw, the acceleration due to gravity is g, height of water level is hw, density of mercury is ρHg, height of mercury level is hHg, density of brine is ρbr, the pressure of brine in the right limb is PB, and height of brine level is hbr.

Pressure in the left side of the limb is equal to the pressure in the right limb.

Write the expression for equating the pressure of the fluid in both the limbs after the pressure drop of air.

  PA2+(ρwghw)+(ρHgghHg)2=PB+(ρbrghbr)2PA2+(ρwghw)+(ρHgghHg)2(ρbrghbr)1=PB....... (II)

Here, the final pressure of the air is PA2.

Substitute PA1+(ρwghw)+(ρHgghHg)1(ρbrghbr)1 for PB in Equation (II).

  (P A2+( ρ w g h w )+( ρ Hg gh Hg )2( ρ br gh br )1)=PA1+(ρwghw)+(ρHgghHg)1(ρbrghbr)1PA1PA2=(ρHggΔhHg)(ρbrgΔhbr)PA1PA2=(SGHgρwgΔhHg)(SGHgρwgΔhbr)PA1PA2ρwg=(SGHgΔhHg)(SGHgΔhbr)....... (III)

Here, the change in differential mercury height is ΔhHg and the change in brine column height is Δhbr.

Write the equation for the volume of brine as it remains constant.

  A1(Δhbr)left=A2(Δhbr)right(Δhbr)left=A2A1(Δhbr)right....... (IV)

Write the expression change of mercury level in the arrangement.

  ΔhHg=(Δhbr)left+(Δhbr)right....... (V)

Substitute A2A1(Δhbr)right for (Δhbr)left in Equation (V).

  ΔhHg=(Δhbr)+(Δhbr( A 2 A 1 ))=Δhbr(1+A2A1)

Substitute Δhbr(1+A2A1) for ΔhHg in Equation (III).

  PA1PA2ρwg=(SGHgΔhbr(1+A2A1))(SGHgΔhbr)....... (VI)

Here, the pressure difference is PA1PA2, the specific gravity of mercury is SGHg and specific gravity of brine liquid is SGbr.

Calculation:

Substitute 0.9kPa for PA1PA2, 13.56 for SGHg, 9.81m/s2 for g, 1000kg/m3 for ρw, 5mm for Δhbr and 1.1 for SGbr in Equation (VI).

  (0.9kPa)1000kg/m3×9.81m/s2=13.6×5mm(1+A2A1)1.1×5mm(0.9kPa× 1000 kg ms 2 1kPa)1000kg/m3×9.81m/s2=[13.6×5mm( 1m 1000mm)(1+ A2 A1 )1.1×5mm( 1m 1000mm)](900kg/ ms 2)1000kg/m3×9.81m/s2=13.6×0.005m(1+A2A1)1.1×0.005m0.0917m=(0.068m)(1+A2A1)0.0055m

  0.0917m0.068m+0.0055m=(0.068m)A2A10.0292m=(0.068m)A2A1A2A1=0.02920.068A2A1=0.429

Conclusion:

The ratio of A2A1 is 0.429.

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Chapter 3 Solutions

Fluid Mechanics: Fundamentals and Applications

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