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(II) An open-tube mercury manometer measures the pressure in an oxygen tank. When the atmospheric pressure is 1040 m bar, what is the absolute pressure (in Pa) in the tank if the height of the mercury in the open tube is (a) 18.5cm higher, (b) 5.6cm lower than the mercury in the tube connected to the tank? See Fig. 10–7a.

Short Answer

Expert verified

(a) The absolute pressure is 129 x 103 Pa.

(b) The absolute pressure is 9.6 x 104 Pa.

Step by step solution

01

Understanding the fluid pressure in a manometer

In a manometer, the change in pressure at a place is determined by the height of the reading in the curved open and straight end.

02

Given the data

The atmospheric pressure is Patm = 1040m bar.

The mercury at the open end is h = 18.5 cm higher in the first case.

The mercury at the open end is h' = 5.6cm lower in the first case.

03

Calculation of absolute pressure in the tank

The density of mercury is ρ = 13.6 x 103 kg/m3.

Here, g =9.8 m/s2 is the acceleration due to gravity.

The atmospheric pressure is calculated as,

\begin{aligned}{P_{atm}}=1040\;{\rm{mbar}}\times\frac{{{{10}^{-3}}\;{\rm{bar}}}}{{1\;{\rm{mbar}}}}\\{P_{atm}}=1040\times{10^{-3}}\;{\rm{bar}}\\{P_{atm}}=1040\times{10^{-3}}\;{\rm{bar}}\times\frac{{1\;{\rm{Pa}}}}{{{{10}^{-5}}\;{\rm{bar}}}}\\{P_{atm}}=1040\times{10^2}\;{\rm{Pa}}\end{aligned}

The absolute pressure at higher than the normal height is,

\begin{aligned}P'={P_{atm}}+h rho g\\=\left({1040\times{{10}^2}\;{\rm{Pa}}}\right)+\left({18.5\times{{10}^{-2}}\;{\rm{m}}}\right)\times\left({13.6\times{{10}^3}\;{\rm{kg/}}{{\rm{m}}^{\rm{3}}}}\right)\times\left({9.8\;{\rm{m/}}{{\rm{s}}^{\rm{2}}}}\right)\\\approx129\times{10^3}\;{\rm{Pa}}\end{aligned}

Hence, the absolute pressure is 129 x 103 Pa.

04

Calculation of pressure at the depth 

The absolute pressure at lower than the normal height is,

P’’ = patm – h’ρg

On plugging the values in the above relation.

Hence, the absolute pressure is 9.6 x 104 Pa.

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Most popular questions from this chapter

Water at a gauge pressure of \({\bf{3}}{\bf{.8}}\;{\bf{atm}}\) at street level flows into an office building at a speed of \({\bf{0}}{\bf{.78}}\;{\bf{m/s}}\) through a pipe \({\bf{5}}{\bf{.0}}\;{\bf{cm}}\)in diameter. The pipe tapers down to \({\bf{2}}{\bf{.8}}\;{\bf{cm}}\) in diameter by the top floor, \({\bf{16}}\;{\bf{m}}\) above (Fig. 10–53), where the faucet has been left open. Calculate the flow velocity and the gauge pressure in the pipe on the top floor. Assume no branch pipes and ignore viscosity.

Figure 10-53

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