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4. Water flows steadily in the vertical variable area pipe as shown in Figure 4. Determine...
Water flows in the horizontal pipe shown in the figure. At point A the area is 26.0 cm2 and the speed of the water is 2.20 m/s. At B the area is 15.0 cm2. The fluid in the manometer is mercury, which has a density of 13,600 kg/m3. We can treat water as an ideal fluid having a density of 1000 kg/m3. What is the manometer reading h? Question 10 (1 point) Water flows in the horizontal pipe shown in...
QUUESTION1 Water flows through a pipe as shown in Figure 1. The losses in the pipe can be expressed as 0.025 V2 per meter length of pipe, where V is the velocity in the pipe. The length AB is 6 m and BC is 11 m, determine the discharge and the pressure at B 2m 3m 5m 20mm diameter Figure 1: Schematic of water flowing from a tank through the pipe. QUUESTION1 Water flows through a pipe as shown in...
Water flows steadily from the large open tank shown in the figure below. If viscous effects are negligible, determine (a) the flowrate, Q, (b) the mercury manometer reading, h. 4. 1m 1.9m 0.07m Mercury 0.09m
Fluid Mechanics C5 Quiz, Water flows steadily down the inclined pipe as indicated in Figure below. Determine the following (a) [5] the difference in pressure prp (b) [5] the loss in [ft] between section (1) and (2) 1 psi- 144 Ilb/f 5 It Section (1) 30° Section 12) Mercury
V2 4.(17 points) In figure, water flows through a horizontal pipe and then out into the atmosphere at a speed vi=15 m/s. The diameters of the left and right section of the pipe are dz=0.05 m and d;=0.03 m. (a) What volume of water flows into the atmosphere during a 10 min period? In the left section of the pipe, what are (b) the speed v2 and (c) what is the pressure difference in the left and right parts of...
Please show detailed work and write clearly. Thank you. Q2) Water flows steadily with negligible viscous effects through a pipe as shown in the figure below. If the pipe cross section area is 0.2 m2 and the difference in manometers level (h)-7 cm (0.07 m), find the flow rate in the pipe.
Attached figure shows part of a network in which water flows steadily up an inclined pipe. Determine: a) The difference in pressure (P- P2) if L=10 ft, h=12 in, 0=45° and d-6 in b) The head loss between stations 1 and 2 c) The net axial force exerted by the pipe wall on the flowing water between stations 1 and 2 2.L T Water Water Hg Attached figure shows part of a network in which water flows steadily up an...
Water flows steadily from an open tank as shown in the figure. The elevation of point 1 is H = 13 m , and the elevation of points 2 and 3 is h = 2 m . The cross-sectional area at point 2 is 0.00069 m 2 ; at point 3, where the water is discharged, it is 0.00158 m 2 . The cross-sectional area of the tank is very large compared with the cross-sectional area of the pipe. Find...
Part 1 s the loss between sections (1) and (21. and Water flows steadily down the inclined pipe as indicated in the figure below. Determine the following a the difference in pressure i e) the net axial force orted by the pipe wall on the flowing water between sections (1) and 121 Assume 5 in 8 = 32" Concept Pressure changes for a flow in a p re dependent on the flow velocities elevat on the transfer of mechanical work...
Example #6: Water flows steadily down the inclined pipe as indicated in Fig P5.131. Determine the following: (a) the difference in pressure P.-P2. (b) the loss between sections (1) and (2), (c) the net axial force exerted by the pipe wall on the flowing water between sections (1) and (2). Flow Section (1) 5 t 6 in. 30 Section (2) 6 in. Mercury By Asest