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Basics of Fluid Mechanics 2. Example 1-5 For the Y-branch shown, water enters the pipe section...
help Fluid enters to the section of the pipe as shown in the figure below. Density...
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Fluid enters to the section of the pipe as shown in the figure below. Density and dynamic viscosity of the fluid are 1000 kg/mº and 8.90 x 10-4 Pa's respectively. A pressure of the fluid at point A is 30 kPa and diameter of the pipe is 100 mm. Find the volumetric flow rate of the fluid at B. Flow is laminar and viscous, consider the pressure loss. 4 m B 100 mm
Engineering Fluid Mechanics PO 17: Water flows through a section of a pipe of length L...
Engineering Fluid Mechanics
PO 17: Water flows through a section of a pipe of length L and diameter D as indicated in the figure. The pipe has a roughness of k, = 0.3mm. The discharge is Q = 1m/s. The kinematic viscosity of water is V = 10 m/s. (a) What is the friction factor ? (Moody diagram on next page). (b) What is the head loss over the pipe section of length L? (c) What horizontal force is required...
fluid mechanics please fast 1. (15 points) Water (p-1g/cm) is flowing in pipes shown in Figure...
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
College of Engineering and Computing Department of Civil and Environmental Engineering CWR3201 -Fluid Mechanics Pro...
College of Engineering and Computing Department of Civil and Environmental Engineering CWR3201 -Fluid Mechanics Problem 1: Water at 20°C flows at a velocity of 2.4 m/s in a 250-mm diameter horizontal cast iron pipe (e 0.25 mm). Use kinematic viscosity for water 1.004 10 m'/s and estimate a. The change in pressure over 100 m of pipeline b. The change in pressure over 100 m of pipeline if the pipeline were not horizontal but 1-m lower at the downstream section...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a pipeline with diameter 0.3 m. The velocity at 100 mm from the wall is 3 m/s. Calculate the flowrate and the velocity gradient at the wall. Q2. Water flows through a pipe AB of diameter d = 50 mm, which is in series with a pipe BC of diameter d2 = 75 mm in which the mean velocity V2 = 2 m/sec. Q1 =...
Water flows in a pipe as shown in Figure Q3. At section 1, height to the...
Water flows in a pipe as shown in Figure Q3. At section 1, height to the centre line of pipe in relation to some datum is Zi (=3m). At section 2, the respective height is Z2 = 5m) as shown. The pipe diameters in section 1 and 2 are 500mm and 440mm respectively. Water velocity at section 1 is 5.6 m/s and the pressure is 45 kPa. Assuming ideal flow conditions and taking water density as 1000 kg/m. 1. Calculate...
fluid Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at...
fluid
Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at 40° to the horizontal to measure the flow rate of petrol having a specific gravity of 0.8. The ratio of areas of main pipe and throat is 5 and the throat is at 1 m from the inlet along its length. The difference in manometer head is 40 mm of mercury. Assuming the coefficient of discharge as 0.96. Calculate the discharge through the venture...
Fluid Mechanics C5 Quiz, Water flows steadily down the inclined pipe as indicated in Figure below....
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
Need help solving this problem for Applied Fluids Mechanics 11. The Figure shown below is a...
Need help solving this problem for Applied Fluids
Mechanics
11. The Figure shown below is a parallel pipeline system with two branches used to supply lubricating water to the bearings. The main line and two branches use the same size of pipes. The pressures at section 1 and section 2 are pi = 398.1kPa, p2 = 300kPa, respectively. The resistance coefficents for two bearings are Ky 5, K2 12. The cross section areas of two branch pipes are Aa Ap...
4. Water flows through the pipe as shown with Bolts 80 mm the coefficient of friction...
4. Water flows through the pipe as shown with Bolts 80 mm the coefficient of friction between the wheels and the surface is μ = 0.3 . If the weight of the 20m horizontal pipe (roughness = 0.15 mm) is 200N with a diameter of 80mm (Neglect Minor Losses): 3.0 m Galvanized iron What is the velocity in the horizontal pipe and friction factor? 1. What is the fluid pressure at the location of the Bolts? 2. 3. Draw a...
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Fluid enters to the section of the pipe as shown in the figure below. Density and dynamic viscosity of the fluid are 1000 kg/mº and 8.90 x 10-4 Pa's respectively. A pressure of the fluid at point A is 30 kPa and diameter of the pipe is 100 mm. Find the volumetric flow rate of the fluid at B. Flow is laminar and viscous, consider the pressure loss. 4 m B 100 mm
Engineering Fluid Mechanics
PO 17: Water flows through a section of a pipe of length L and diameter D as indicated in the figure. The pipe has a roughness of k, = 0.3mm. The discharge is Q = 1m/s. The kinematic viscosity of water is V = 10 m/s. (a) What is the friction factor ? (Moody diagram on next page). (b) What is the head loss over the pipe section of length L? (c) What horizontal force is required...
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
College of Engineering and Computing Department of Civil and Environmental Engineering CWR3201 -Fluid Mechanics Problem 1: Water at 20°C flows at a velocity of 2.4 m/s in a 250-mm diameter horizontal cast iron pipe (e 0.25 mm). Use kinematic viscosity for water 1.004 10 m'/s and estimate a. The change in pressure over 100 m of pipeline b. The change in pressure over 100 m of pipeline if the pipeline were not horizontal but 1-m lower at the downstream section...
Q1. A fluid of specific gravity 0.90 flows at a Reynolds number of 1500 in a pipeline with diameter 0.3 m. The velocity at 100 mm from the wall is 3 m/s. Calculate the flowrate and the velocity gradient at the wall. Q2. Water flows through a pipe AB of diameter d = 50 mm, which is in series with a pipe BC of diameter d2 = 75 mm in which the mean velocity V2 = 2 m/sec. Q1 =...
Water flows in a pipe as shown in Figure Q3. At section 1, height to the centre line of pipe in relation to some datum is Zi (=3m). At section 2, the respective height is Z2 = 5m) as shown. The pipe diameters in section 1 and 2 are 500mm and 440mm respectively. Water velocity at section 1 is 5.6 m/s and the pressure is 45 kPa. Assuming ideal flow conditions and taking water density as 1000 kg/m. 1. Calculate...
fluid
Q1: A venture meter is fitted in a pipe of 30 cm diameter inclined at 40° to the horizontal to measure the flow rate of petrol having a specific gravity of 0.8. The ratio of areas of main pipe and throat is 5 and the throat is at 1 m from the inlet along its length. The difference in manometer head is 40 mm of mercury. Assuming the coefficient of discharge as 0.96. Calculate the discharge through the venture...
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
Need help solving this problem for Applied Fluids
Mechanics
11. The Figure shown below is a parallel pipeline system with two branches used to supply lubricating water to the bearings. The main line and two branches use the same size of pipes. The pressures at section 1 and section 2 are pi = 398.1kPa, p2 = 300kPa, respectively. The resistance coefficents for two bearings are Ky 5, K2 12. The cross section areas of two branch pipes are Aa Ap...
4. Water flows through the pipe as shown with Bolts 80 mm the coefficient of friction between the wheels and the surface is μ = 0.3 . If the weight of the 20m horizontal pipe (roughness = 0.15 mm) is 200N with a diameter of 80mm (Neglect Minor Losses): 3.0 m Galvanized iron What is the velocity in the horizontal pipe and friction factor? 1. What is the fluid pressure at the location of the Bolts? 2. 3. Draw a...
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