Homework Answers
Solution to this Problem is solved in a paper plz find the attachment.
When the two or more pipe are connected in series or parallel with each other, the terms like velocity, pressure, discharge are calculated by using the Bernoulli's Equation at particular sections.
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Q.9 Water flows through the branching pipe shown in Fig. If viscous effects are negligible, determine...
Q4) Water (y 9810 N/m3) flows steadily with negligible viscous effects through a pipe as shown...
Q4) Water (y 9810 N/m3) flows steadily with negligible viscous effects through a pipe as shown below, pressure and velocity at point (1) are 110 kPa and 1m/s respectively. Find the pressure at point (2) in kPa if velocity at that point is 5 m/s. 2 m Answer (round to 1 decimal place):
Question 2 4 pts Question 1lb) If viscous effects are negligible, determine the flow rate Qt (m3/s) at Point 1 in the large pipe if h-5.8 m and V2 66m/s The density of water is 1000 kg/m3. Atm...
Question 2 4 pts Question 1lb) If viscous effects are negligible, determine the flow rate Qt (m3/s) at Point 1 in the large pipe if h-5.8 m and V2 66m/s The density of water is 1000 kg/m3. Atmospheric pressure Patm 101.325 kPa. Gravitational acceleration g- 9.81 m/s Your answer should be in m3/s and accurate to4d.р. Question 3 3 pts If viscous effects are negligible, determine the gauge pressure p1 (kPa) at Point 1 in the large pipe for Q1...
Please show detailed work and write clearly. Thank you. Q2) Water flows steadily with negligible viscous...
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.
View Policies Current Attempt in Progress Water flows from a large tank through a large pipe...
View Policies Current Attempt in Progress Water flows from a large tank through a large pipe that splits into two smaller pipes as shown in the figure below. The tip of the inclined pipe is at the same level as the bottom of the reservoir. If viscous effects are negligible, determine (a) the flowrate from the tank, (b) the pressure at point (1). Assumed, -0.05 m. d2 -0.03 m,dy-0.02 m, 2-9 m, and h - 7m. diameterd, diameter,
10. Water flows through 5 meter lonq section of concrete pipe with a diameter of 10.5...
10. Water flows through 5 meter lonq section of concrete pipe with a diameter of 10.5 cm at a velocity of 6.4 m/s. The friction factor, based on the Reynolds number and surface roughness is 0.035. The density of water is 1000 kg/mA3. What is the pressure drop along the 5 meter long section of pipe? Round your answer to the nearest tenth of a kPa-
Single pipe with turbine) Water drains from a pressurized tank through a pipe system as shown...
Single pipe with turbine) Water drains from a pressurized tank through a pipe system as shown in the figure below. The head of the turbine is equal to 116 m. If entrance effects are negligible, determine the flowrate. 50 kPa e 200 m, D 0.1 m -0.0010 m Valve (K1 -5.0) 200 m Turbine 90 elbows (K 1.0) 0-L :0389 m3/s
Water flows steadily from the large open tank shown in the figure below. If viscous effects...
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
Water flows through the pipe bend shown in Fig Q1d, which lies in the horizontal plane....
Water flows through the pipe bend shown in Fig Q1d, which lies in the horizontal plane. If the volume flow-rate is 1.0 L/s and the pipe diameter is 30 mm, calculate the mean velocity in the pipe and the force that the water imposes on the pipe if the inlet pressures is 1.1 bar and the outlet pressure is 1.0 bar. (d) 181 Fig. Q1d
V2 4.(17 points) In figure, water flows through a horizontal pipe and then out into the...
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...
Water flows through a pipe shaped as shown here. The pressure at the lower end of...
Water flows through a pipe shaped as shown here. The pressure at the lower end of the pipe is 296 kPa and the fluid velocity is 5.00 m/s. The upper end of the pipe is 0.600 m higher and the cross-sectional area is 1/3 of the area at the lower end. Calculate the velocity at the upper end of the pipe. 15 m/s Calculate the pressure at the upper end of the pipe.
Q4) Water (y 9810 N/m3) flows steadily with negligible viscous effects through a pipe as shown below, pressure and velocity at point (1) are 110 kPa and 1m/s respectively. Find the pressure at point (2) in kPa if velocity at that point is 5 m/s. 2 m Answer (round to 1 decimal place):
Question 2 4 pts Question 1lb) If viscous effects are negligible, determine the flow rate Qt (m3/s) at Point 1 in the large pipe if h-5.8 m and V2 66m/s The density of water is 1000 kg/m3. Atmospheric pressure Patm 101.325 kPa. Gravitational acceleration g- 9.81 m/s Your answer should be in m3/s and accurate to4d.р. Question 3 3 pts If viscous effects are negligible, determine the gauge pressure p1 (kPa) at Point 1 in the large pipe for Q1...
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.
View Policies Current Attempt in Progress Water flows from a large tank through a large pipe that splits into two smaller pipes as shown in the figure below. The tip of the inclined pipe is at the same level as the bottom of the reservoir. If viscous effects are negligible, determine (a) the flowrate from the tank, (b) the pressure at point (1). Assumed, -0.05 m. d2 -0.03 m,dy-0.02 m, 2-9 m, and h - 7m. diameterd, diameter,
10. Water flows through 5 meter lonq section of concrete pipe with a diameter of 10.5 cm at a velocity of 6.4 m/s. The friction factor, based on the Reynolds number and surface roughness is 0.035. The density of water is 1000 kg/mA3. What is the pressure drop along the 5 meter long section of pipe? Round your answer to the nearest tenth of a kPa-
Single pipe with turbine) Water drains from a pressurized tank through a pipe system as shown in the figure below. The head of the turbine is equal to 116 m. If entrance effects are negligible, determine the flowrate. 50 kPa e 200 m, D 0.1 m -0.0010 m Valve (K1 -5.0) 200 m Turbine 90 elbows (K 1.0) 0-L :0389 m3/s
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
Water flows through the pipe bend shown in Fig Q1d, which lies in the horizontal plane. If the volume flow-rate is 1.0 L/s and the pipe diameter is 30 mm, calculate the mean velocity in the pipe and the force that the water imposes on the pipe if the inlet pressures is 1.1 bar and the outlet pressure is 1.0 bar. (d) 181 Fig. Q1d
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...
Water flows through a pipe shaped as shown here. The pressure at the lower end of the pipe is 296 kPa and the fluid velocity is 5.00 m/s. The upper end of the pipe is 0.600 m higher and the cross-sectional area is 1/3 of the area at the lower end. Calculate the velocity at the upper end of the pipe. 15 m/s Calculate the pressure at the upper end of the pipe.
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