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2) (20%) For the pipe bifurcation shown in the next figure, compute Qo, Q1, and Q2...
04 Water is flowing through a Tee in a horizontal plane as shown in Figure 3....
04 Water is flowing through a Tee in a horizontal plane as shown in Figure 3. Neglecting losses, calculate: (i) the pressure in pipes 2 and 3; (ii) the resultant force needed to hold the Tee in place. 100 kPa 2 0.24 m/s 30% 150 mm diameter Water 450 mm. Dia 0.6 m3ls 300 mm diameter 45 0.36 m3/s Figure 3: Tee pipe
Problem 06.077 - U-section pipe discharge Water is flowing into and discharging from a pipe U-section...
Problem 06.077 - U-section pipe discharge Water is flowing into and discharging from a pipe U-section as shown in the given figure. At flange (1), the total absolute pressure is 200 kPa, and 57 kg/s flows into the pipe. At flange (2), the total pressure is 150 kPa. At location (3), 18 kg/s of water discharges to the atmosphere, which is at 100 kPa. Determine the total x- and z-forces at the two flanges connecting the pipe. Discuss the significance...
Please do part 2 1. For the parallel pipe system shown, each pipe is cast iron,...
Please do part 2
1. For the parallel pipe system shown, each pipe is cast iron, and the pressure drop from point 1-to-2 is 15 lbf/in. Compute the total flow rate from 1 to 2 assuming minor losses are negligible. The fluid is water at 20°C. D = 4 in; L = 200 ft D = 3 in; L = 175 ft 2. If the two pipes in problem 1 are installed in series with the 4-in pipe upstream of...
Please assist with pipe analysis. Please clearly show your formulas. Thank you in advance Please neatly...
Please assist with pipe analysis. Please clearly show
your formulas. Thank you in advance
Please neatly set your calculations/tables and show all necessary steps. Thanks in advance. Use the Hardy-Cross Method to analyse the system. Determine the flows in all pipes and residual heads at the various nodes for the node draw-offs given in Figure 1. Use the Hazen- Williams friction formula and assume a friction factor C of 110 for all pipes. The minimum pipe size is 100 mm...
Question 1 The figure below shows a simple water pipe network. Relevant pipe properties are given...
Question 1 The figure below shows a simple water pipe network. Relevant pipe properties are given in the figure and table below. The major losses of the pipes can be calculated by Darcy Weisbach equation. The friction factor () for all pipes is 0.015. Assuming that minor losses in the pipe network can be ignored and the pipe network is on a horizontal plane, determine the flow rates in all pipes using Hardy Cross method. Also, calculate the pressure head...
If a pump with the characteristic curve shown in the accompanying graph (Figure 2) is used to pump water from the lowe...
If a pump with the characteristic curve shown in the accompanying graph (Figure 2) is used to pump water from the lower to the upper tank (water flows from Tank 2 to Tank 1 in this question) shown in Figure 1. Use information provided in Figure 1 and assume that diameter of pipe AB is 600 mm (DAB 600 ) and diameter of pipe BC is 300 mm DBc 300 mm) a. Find the operation point of this systenm b....
Q2 A 200 mm diameter cast iron pipe with wall thickness of 15 mm is carrying water when the outle...
Q2 A 200 mm diameter cast iron pipe with wall thickness of 15 mm is carrying water when the outlet is suddenly closed. Calculate the maximmum discharge if the pressure rise is not to exceed 180 kN/m2 (a) assuming the pipe is rigid; (b) allowing for hoop stress but not longitudinal stress in the pipe wall; (c) assuming the pipe to have expansion joints throughout its length. (K-2.1 × 109 N/m 2, E 100x 109 N/m2)
Q2 A 200 mm...
Paton P'S 2 107 3.6 The inlet of a cast iron pipe, 120 m long and...
Paton P'S 2 107 3.6 The inlet of a cast iron pipe, 120 m long and 150 mm a dam. The pipe is 1/25 slope and contains a 90 bend (R/d = 1,0) diameter is 2 m below the wa.ter level of laid with a and the water exits to the atmosphere. Take the water temperature B.S 20 C (then 10 kg/ms) and determine the flow rate. [0,045 m2/s] 3.7 Water is discharged from a reservoir through a sharp outlet...
6. Consider the installation for the water supply, shown in the figure where friction for the short run of pipe between...
6. Consider the installation for the water supply, shown in the figure where friction for the short run of pipe between the supply tank and pump can be ignored, and in which nodes 1 and 2 are essentially at the same elevation. The equation for the pressure increase (kPa) across the centrifugal pump is: Ap p2-P1 =6.895-0.002021Q2 where the unit of Q4 is liter/s. Compute the flow rates Q Qp and Qc in liter/s, and the pressures(gauge) p, P2, P,...
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...
04 Water is flowing through a Tee in a horizontal plane as shown in Figure 3. Neglecting losses, calculate: (i) the pressure in pipes 2 and 3; (ii) the resultant force needed to hold the Tee in place. 100 kPa 2 0.24 m/s 30% 150 mm diameter Water 450 mm. Dia 0.6 m3ls 300 mm diameter 45 0.36 m3/s Figure 3: Tee pipe
Problem 06.077 - U-section pipe discharge Water is flowing into and discharging from a pipe U-section as shown in the given figure. At flange (1), the total absolute pressure is 200 kPa, and 57 kg/s flows into the pipe. At flange (2), the total pressure is 150 kPa. At location (3), 18 kg/s of water discharges to the atmosphere, which is at 100 kPa. Determine the total x- and z-forces at the two flanges connecting the pipe. Discuss the significance...
Please do part 2
1. For the parallel pipe system shown, each pipe is cast iron, and the pressure drop from point 1-to-2 is 15 lbf/in. Compute the total flow rate from 1 to 2 assuming minor losses are negligible. The fluid is water at 20°C. D = 4 in; L = 200 ft D = 3 in; L = 175 ft 2. If the two pipes in problem 1 are installed in series with the 4-in pipe upstream of...
Please assist with pipe analysis. Please clearly show
your formulas. Thank you in advance
Please neatly set your calculations/tables and show all necessary steps. Thanks in advance. Use the Hardy-Cross Method to analyse the system. Determine the flows in all pipes and residual heads at the various nodes for the node draw-offs given in Figure 1. Use the Hazen- Williams friction formula and assume a friction factor C of 110 for all pipes. The minimum pipe size is 100 mm...
Question 1 The figure below shows a simple water pipe network. Relevant pipe properties are given in the figure and table below. The major losses of the pipes can be calculated by Darcy Weisbach equation. The friction factor () for all pipes is 0.015. Assuming that minor losses in the pipe network can be ignored and the pipe network is on a horizontal plane, determine the flow rates in all pipes using Hardy Cross method. Also, calculate the pressure head...
If a pump with the characteristic curve shown in the accompanying graph (Figure 2) is used to pump water from the lower to the upper tank (water flows from Tank 2 to Tank 1 in this question) shown in Figure 1. Use information provided in Figure 1 and assume that diameter of pipe AB is 600 mm (DAB 600 ) and diameter of pipe BC is 300 mm DBc 300 mm) a. Find the operation point of this systenm b....
Q2 A 200 mm diameter cast iron pipe with wall thickness of 15 mm is carrying water when the outlet is suddenly closed. Calculate the maximmum discharge if the pressure rise is not to exceed 180 kN/m2 (a) assuming the pipe is rigid; (b) allowing for hoop stress but not longitudinal stress in the pipe wall; (c) assuming the pipe to have expansion joints throughout its length. (K-2.1 × 109 N/m 2, E 100x 109 N/m2)
Q2 A 200 mm...
Paton P'S 2 107 3.6 The inlet of a cast iron pipe, 120 m long and 150 mm a dam. The pipe is 1/25 slope and contains a 90 bend (R/d = 1,0) diameter is 2 m below the wa.ter level of laid with a and the water exits to the atmosphere. Take the water temperature B.S 20 C (then 10 kg/ms) and determine the flow rate. [0,045 m2/s] 3.7 Water is discharged from a reservoir through a sharp outlet...
6. Consider the installation for the water supply, shown in the figure where friction for the short run of pipe between the supply tank and pump can be ignored, and in which nodes 1 and 2 are essentially at the same elevation. The equation for the pressure increase (kPa) across the centrifugal pump is: Ap p2-P1 =6.895-0.002021Q2 where the unit of Q4 is liter/s. Compute the flow rates Q Qp and Qc in liter/s, and the pressures(gauge) p, P2, P,...
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...
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