For the inclined-tube manometer the pressure in pipe A is 0.8psi. The fluid in both pipes A and B is water, and the gage fluid in the manometer has a specific gravity of 2.6. What is the pressure in pipe B corresponding to the differential reading shown?
Calculate the specific weight of the gage fluid.
\(\gamma_{f}=(\mathrm{SG}) \gamma_{w}\)
Here, the specific weight of the fluid is \(\mathrm{SG}\) and the specific weight of water is \(\gamma_{w}\).
Substitute \(2.6\) for \(\mathrm{SG}\) and \(62.4 \mathrm{lbf} / \mathrm{ft}^{2} \gamma_{w}\)
\(\begin{aligned} \gamma_{f} &=2.6(62.4) \\ &=162.24 \mathrm{lbf} / \mathrm{ft}^{3} \end{aligned}\)
Convert the units of pressure from psi to psf.
\(p_{A}=0.6 \mathrm{psi}\)
\(=0.6 \frac{\mathrm{lbf}}{\mathrm{in}^{2}} \times\left(\frac{144 \mathrm{in}^{2}}{1 \mathrm{ft}^{2}}\right)\)
\(=86.4 \mathrm{lbf} / \mathrm{ft}^{2}\)
Apply the principal of manometry to the system.
\(p_{A}+\gamma_{w} h_{A}=\gamma_{f} l_{f} \sin \theta+\gamma_{w} h_{B}+p_{B}\)
Here, the pressures at \(A\) and \(B\) are \(p_{A}\) and \(p_{B}\), the length of the fluid column in \(l_{f}\), inclination of the tube is \(\theta\), the heights of the water columns as shown in the figure are \(h_{A}\) and \(h_{B}\).
Substitute \(86.4 \mathrm{lbf} / \mathrm{ft}^{2}\) for \(p_{A}, 62.4 \mathrm{lbf} / \mathrm{ft}^{2},\left(\frac{3}{12}\right) \mathrm{ft}\) for \(h_{A}, 162.24 \mathrm{lbf} / \mathrm{ft}^{3}\) for \(\gamma_{f},\left(\frac{8}{12}\right) \mathrm{ft}\)
for \(l_{f}, 30^{\circ}\) for \(\theta\), and \(\left(\frac{3}{12}\right) \mathrm{ft}\) for \(h_{B}\).
\(86.4+(62.4)\left(\frac{3}{12}\right)=(162.24)\left(\frac{8}{12}\right) \sin 30^{\circ}+(62.4)\left(\frac{3}{12}\right)+p_{B}\)
\(86.4+15.6=54.08+15.6+p_{B}\)
\(p_{B}=32.32 \frac{\mathrm{lb}}{\mathrm{ft}^{2}} \times\left(\frac{1 \mathrm{ft}^{2}}{144 \mathrm{in} .^{2}}\right)\)
\(p_{B}=0.224 \mathrm{psi}\)
Therefore, the pressure at \(B\) is \(0.224\) psi
determine the new differential reading along the inclined leg of the mercury manometer of figure P2.45, if the pressure in pipe A is decreased 10kPa and the pressurein pipe B remains unchanged. The fluid in A has a specific gravity of 0.9 and the fluid in B is water.
Determine the new differential reading along the inclined leg of the mercury manometer as shown in the figure, if the pressure in pipe A is decreased 10 kPa and the pressure in pipe B remains unchanged. The fluid in A has a specific gravity of 0.9 and the fluid in B is water.
the answer should be Pb=18.41 KPa For the inclined-leg of the mercury manometer of Fig. 1-2, the pressure in pipe A is 15 kPa. The fluid in A has a specific gravity of 0.9 and the fluid in B is water. What is the pressure in pipe B corresponding to the differential reading shown? (25 points) SG = 0.9 Water 100 mm 80 mm 50 mm Mercury Fig. 1-2
Determine the new differential reading along the inclined leg of the mercury manometer of the figure below, if the pressure in pipe A is decreased 25 kPa and the pressure in pipe B remains unchanged. The fluid in A has a specific gravity of 0.9 and the fluid in B is water. Assume h1 = 40 mm, h2 = 20 mm, h3 = 32 mm. Determine the new differential reading along the inclined leg of the mercury manometer of the...
Question 3: A simple U-tube manometer is shown in Figure 2. One end of the U-tube is connected to the pipe A so that the pressure at A (PA) is to be measured. The other end is left to be open to the atmosphere. The U-tube contains a liquid (mercury with specific gravity slig-13.54) called the gage fluid, which does not mix with the fluid (water). If the reading of inside pipe A
fluid mechanics please fast 1. (15 points) Water (p-1g/cm) is flowing in pipes shown in Figure below. Use Bernoull's equation to calculate velocity of water at point B. - Fluid velocity in the large diameter pipe is 1m/s. - Pressure at point 2 is measured with U-tube mercury manometer (Pmercury-13,600kg/m) - h1-0.3m, h2-6cm - assume that the acceleration gravity g-10m/s 2 Manometer shows 0.7kPa pressure Ji h1
Y = 3 m (pa-pb) = 46 KN/m^2 Q.2. Figure:2 shows a U tube differential manometer connecting two pressure pipes at A and B. The pipe A and B contains water and manometer fluid is mercury. If the pressure difference between two pipe (p.-p.) is (X) kN/m’. Calculate the difference in level (h). (3 Marks) Water water 0.3 m у h Mercury Sp. gravity 13.6
Q3) An inclined manometer tube is connected to two closed tanks as shown in the figure below where !-210 cm. A gage was used to measure the pressure at the center of tank A and the reading was 60 kPa. A barometer locates near the tanks reads 72 cm of mercury. Specific weight of water is 9.81 kN/m3 and specific gravity (SG) of mercury is 13.6. a) Find the gage pressure in the center of tank B. b) Find the...
Fluid Statics --- The reading L= 5 0mm of an inclined 13. (12%) mercury manometer shown below is at equilibrium. If pressure at point B remains the same while pressure of point A is decreased by 15 kPa, what would be the new final reading of L? SG = 0.9 Water A 100 mm 30° 80 mm 50 mm Mercury
4-For the manometer shown in the Fig. below contains oil and water.For the column heights indicated what is the pressur differential between pipes A and B. CDI water water 650) 20 10 Glycerin S.G-1.26 oil o-o.as S.G 0.85 Dimensions in cm S-The inverted U-tube manometer contains oil S.G.-0.9and water. The pressure differential between A and B, pA-PB is-5kPa Determine the differential reading,h Oil 0.2 m 0.3 m Water 9-Air flows through a pipe at a rate of 200L/s.The pipe consists...