![Problem 3 Water flows from a large reservoir filled to a height h into a pipe system that feeds a fountain, as shown in the figure. The pipe system consists of two pipes of radius a, friction factor f and lengths L1 and L2, respectively. The two pipes are connected with a valve that has a loss coefficient k, and a 90% bend that has a loss coefficient kb. Ignore entry losses from the reservoir into the pipes a) [5 pts] Calculate the water fountain height H b) [2 pts] If you were designing such a water fountain, what would you change to increase the water fountain height? [3 pts] Find the maximum water level in the tank (h) to maintain a laminar flow in the pipes. a kkb c)](http://img.homeworklib.com/questions/c50194a0-ce30-11eb-9c95-01e703650414.png?x-oss-process=image/resize,w_560)
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ME Fluid Mechanics Please Help!
Problem 3 Water flows from a large reservoir filled to a...
please solve it quickly and clearly Q3. Water is transported from reservoir A to reservoir B...
please solve it quickly and
clearly
Q3. Water is transported from reservoir A to reservoir B by using two pipes connected in series. With the following characteristics: diameters, D1 = 300 mm, D2 = 400 mm, the lengths, L1 = 100 m, L2 = 400 m friction factor, fı = f2 =0.025, minor loss coefficients, K1 =0.5, K2= 3, K3 = 1, reservoir elevations, ZA= 2.5 m, ZB= 27.5 m. Determine the discharge if; a) Minor losses are ignored b)...
Water is slowly drained from a large reservoir using two horizontal plastic pipes connected in series....
Water is slowly drained from a large reservoir using two horizontal plastic pipes connected in series. The pipes are smooth and located at the bottom of the reservoir, as shown below. The first pipe has a diameter D1 = 10 cm and length L1 = 10 m, while the second pipe has a diameter D2 = 5 cm and a length L2 = 40 m (see schematic below). The water level in the reservoir is constant and equal to H...
fluid mechanics ASAP please Problem 4 (50 points) Water is discharged from a reservoir at a rate of 18.103 m3/s using two horizontal cast iron pipes connected in series and a pump between them. T...
fluid mechanics
ASAP please
Problem 4 (50 points) Water is discharged from a reservoir at a rate of 18.103 m3/s using two horizontal cast iron pipes connected in series and a pump between them. The first pipe is 20 m long and has a 6-cm diameter, while the second pipe is 35 m long and has a 4-cm diameter. The water level in the reservoir is 30 m above the centerline of the pipe. The pipe entrance is sharp-edged. Losses...
2. Water flows at a rate of 60 L/s from a main reservoir to a subsidiary...
2. Water flows at a rate of 60 L/s from a main reservoir to a subsidiary through a 600 m long, 185 mm diameter asphalted cast iron pipe as shown in the figure. The pipeline contains a gate valve, a globe valve and 4 standard 90° elbows. The entrance and exit are square edged, and all fittings are screwed ends, determine, You need Kinematic viscosity of water, 1 x 10-6 m/s2 (a) The friction head loss in the pipe, (b)...
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then thr...
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then through two pipes (b and c) in parallel. The lengths, diameters and friction factors of the pipes are listed in the table. The water level in Reservoir A is always higher than that in Reservoir B by 20 m. Calculate the total discharge between the reservoirs. Neglect all minor losses. (15 marks) (b) Which of pipes b and...
Water (density = 1000 kg/m3, viscosity = 1.15 x 10-3 N-s/m2) is delivered from a large reservoir ...
Water (density = 1000 kg/m3, viscosity = 1.15 x 10-3 N-s/m2) is delivered from a large reservoir upstream (Section"1") through two mortar lined steel circular pipes arranged in series to another large reservoir downstream (Section "2") as shown in Figure E4.7 The upstream pipe is 80 m long and 0.15 m in diameter, whereas the downstream pipe is 50 m long and 0.1 m in diameter. Both pipes have sharp-edged entrance and exit. Consider both major and minor losses. Determine...
The transfer of wastewater from a shallow reservoir to an underground reservoir is done using gravi...
The transfer of wastewater from a shallow reservoir to an underground reservoir is done using gravi ty-driven flow through a smooth-walled pipe (see diagram below). In order to control the flow, the diameter is reduced slightly between the top and vertical sections of the pipe (a simple practical ap plication of the Bernoulls equation). The smooth walls of the pipe generate very little shear, so that the flow follows the Bernoulli equation very nearly exactly. You may neglect pressure losses...
1. Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m...
1. Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m and the pipe length L is 300 m. H 16 m, h 2 m and the pipe friction factor is f 0.01. In your calculations consider K- 1 at the pipe outlet in tank B and neglect the loss of the inlet in tank A a. b. c. What will be the discharge in the pipe? What will be the pressure at point P...
Water at 15 C is drained from a large reservoir using two horizontal plastic pipes connected...
Water at 15 C is drained from a large reservoir using two horizontal plastic pipes connected in series. The first pipe is 13 m long and has a 10-cm diameter, while the second pipe is 35 m long and has a 5-cm diameter. The water level in the reservoir is 18 m above the centerline of the pipe. The pipe entrance is sharp-edged, and the contraction between the two pipes is sudden. Neglecting the effect of the kinetic energy correction...
A pump transmits water at 10 °C from the reservoir to an elevated tank L2= 150...
A pump transmits water at 10 °C from the reservoir to an elevated tank L2= 150 m as shown. The loss coefficient in Elevation = 190 m Elevation = 185 m each bend is 0.4 and loss in the pipe Water entrance is Ke = 0.5. There are no L=100 m loss at the pipe exit at the elevated Elevation D -20 cm tank. The pipelines are made of steel. -150 m -- Elevation - 145 m State your assumptions...
please solve it quickly and
clearly
Q3. Water is transported from reservoir A to reservoir B by using two pipes connected in series. With the following characteristics: diameters, D1 = 300 mm, D2 = 400 mm, the lengths, L1 = 100 m, L2 = 400 m friction factor, fı = f2 =0.025, minor loss coefficients, K1 =0.5, K2= 3, K3 = 1, reservoir elevations, ZA= 2.5 m, ZB= 27.5 m. Determine the discharge if; a) Minor losses are ignored b)...
Water is slowly drained from a large reservoir using two horizontal plastic pipes connected in series. The pipes are smooth and located at the bottom of the reservoir, as shown below. The first pipe has a diameter D1 = 10 cm and length L1 = 10 m, while the second pipe has a diameter D2 = 5 cm and a length L2 = 40 m (see schematic below). The water level in the reservoir is constant and equal to H...
fluid mechanics
ASAP please
Problem 4 (50 points) Water is discharged from a reservoir at a rate of 18.103 m3/s using two horizontal cast iron pipes connected in series and a pump between them. The first pipe is 20 m long and has a 6-cm diameter, while the second pipe is 35 m long and has a 4-cm diameter. The water level in the reservoir is 30 m above the centerline of the pipe. The pipe entrance is sharp-edged. Losses...
2. Water flows at a rate of 60 L/s from a main reservoir to a subsidiary through a 600 m long, 185 mm diameter asphalted cast iron pipe as shown in the figure. The pipeline contains a gate valve, a globe valve and 4 standard 90° elbows. The entrance and exit are square edged, and all fittings are screwed ends, determine, You need Kinematic viscosity of water, 1 x 10-6 m/s2 (a) The friction head loss in the pipe, (b)...
39. (a) Water flows under gravity from Reservoir A to Reservoir B first through a 900-m long pipe (pipe a) and then through two pipes (b and c) in parallel. The lengths, diameters and friction factors of the pipes are listed in the table. The water level in Reservoir A is always higher than that in Reservoir B by 20 m. Calculate the total discharge between the reservoirs. Neglect all minor losses. (15 marks) (b) Which of pipes b and...
Water (density = 1000 kg/m3, viscosity = 1.15 x 10-3 N-s/m2) is delivered from a large reservoir upstream (Section"1") through two mortar lined steel circular pipes arranged in series to another large reservoir downstream (Section "2") as shown in Figure E4.7 The upstream pipe is 80 m long and 0.15 m in diameter, whereas the downstream pipe is 50 m long and 0.1 m in diameter. Both pipes have sharp-edged entrance and exit. Consider both major and minor losses. Determine...
The transfer of wastewater from a shallow reservoir to an underground reservoir is done using gravi ty-driven flow through a smooth-walled pipe (see diagram below). In order to control the flow, the diameter is reduced slightly between the top and vertical sections of the pipe (a simple practical ap plication of the Bernoulls equation). The smooth walls of the pipe generate very little shear, so that the flow follows the Bernoulli equation very nearly exactly. You may neglect pressure losses...
1. Water flows from Reservoir A to Reservoir B. The pipe diameter D is 1 m and the pipe length L is 300 m. H 16 m, h 2 m and the pipe friction factor is f 0.01. In your calculations consider K- 1 at the pipe outlet in tank B and neglect the loss of the inlet in tank A a. b. c. What will be the discharge in the pipe? What will be the pressure at point P...
Water at 15 C is drained from a large reservoir using two horizontal plastic pipes connected in series. The first pipe is 13 m long and has a 10-cm diameter, while the second pipe is 35 m long and has a 5-cm diameter. The water level in the reservoir is 18 m above the centerline of the pipe. The pipe entrance is sharp-edged, and the contraction between the two pipes is sudden. Neglecting the effect of the kinetic energy correction...
A pump transmits water at 10 °C from the reservoir to an elevated tank L2= 150 m as shown. The loss coefficient in Elevation = 190 m Elevation = 185 m each bend is 0.4 and loss in the pipe Water entrance is Ke = 0.5. There are no L=100 m loss at the pipe exit at the elevated Elevation D -20 cm tank. The pipelines are made of steel. -150 m -- Elevation - 145 m State your assumptions...
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