na horizontal pipe, which of the following is constant?
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A: Please refer the attached image for complete solution. THANK YOU !
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Q: 8. 20 m of water (gauge) equal to psia ......... a. 43.16 b. 28.46 C. 14.05 d. None of all thes
A: Pabs=Pg+PatmPg=γwz=62.420m×3.2808ftmPg=4094.438lbft2=4094.434144psiPg=28.433psi
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- In horizontal pipe, which of the following is constant? Pressure headElevation headVelovity head 12Find the capillary rise in a tube for a water glass interface (teta) = 0° if the tube radius is 1mm and the density is 1000 kg/m³. Surface tension of water is 0.0728 N/m.Determine the pressure at A in psi gage due to the deflection of the mercury, sp gr 13.57, in the U-tube gage shown in figure.
- A cylindrical tank with its axis horizontal has a length of 6 m and the ends of the tank are vertical planes, as shown in Figure Q2 (a). The vertical pipe of 0.2 m in diameter is connected to the top of the tank. The tank and the pipe are filled with ethyl alcohol to a level of 1.5 m above the top of the tank. The diamter is 2.07m.Water flows at a rate of 120 L/s in a 30 cm diameter horizontal pipe connected to a 20 cm diameter pipe through a vertical reducer bend. The change in water direction of the reducing bend is 120o. The vertical distance between the entrance and outlet of the bend is 1.5 m and the pressure at its entrance is 70KPa. The total weight of the bend material and water contained in it is 90 kg. Sketch the forces involve in the pipe flow analysis. Determine the surface tension in a tube with 0.2m radius and wetting angle 80 and capillary rise of 5mm in N/m and in lb/ft.
- 5 — What are the advantages and disadvantages of the pitot static tube.A cylindrical tank with its axis horizontal has a length of 6 m and the ends of the tank are vertical planes, as shown in Figure Q2 (a). The vertical pipe of 0.2 m in diameter is connected to the top of the tank. The tank and the pipe are filled with ethyl alcohol to a level of 1.5 m above the top of the tank. The diameter is 2.07m.Obtain the gage pressure at the center A of the pipe shown. Neglect the surface tension effects. Liquid 1, sg=1.5. Liquid 2, sg=3.2, h1=15cm; h2=30 cm; h3=75 cm.
- This is a mercury U-tube*acceleration = 4.905 m/s^2 to the right What is the gage pressure at A? in kPaA large, open cylindrical tank is 18.0 feet deep having a radius of 7.00 feet is layered with 6.00 feet of water (SG = 1.00) 8.00 feet of oil (SG = 0.650) and 4.00 feet of mercury (SG = 13.6). Compute the pressure (psi) at the bottom of each layerdetermine the difference in pressure (kPa) between a and b a=4.99 meters b=1.78 meters