1. The figure shows a looping water pipe system. The pressure drop stood at200030>mmHg from point A to point B. Assume f = 0.053 all pipes.PIPE 1QuPIPE2ABPIPE 3Length, m<33000 0><1200030>2500 >PipeDiameter, mm14003003200a. Compute the discharge at pipe 1b. Compute the discharge at point Ac. Compute the diameter of the equivalent pipe of the same material with a length of 1500m

1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point A to point B. Assume f = 0.053 all pipes. PIPE 1 Qu PIPE2 A B PIPE 3 Diameter, mm Length, m <330000> <1200030> 2500> Pipe 1 400 2 300 3 200 a. Compute the discharge at pipe 1 b. Compute the discharge at point A c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m

1. The figure shows a looping water pipe system. The pressure drop stood at 200030> mmHg from point A to point B. Assume f = 0.053 all pipes. PIPE 1 Qu PIPE2 A B PIPE 3 Diameter, mm Length, m <330000> <1200030> 2500> Pipe 1 400 2 300 3 200 a. Compute the discharge at pipe 1 b. Compute the discharge at point A c. Compute the diameter of the equivalent pipe of the same material with a length of 1500m

Structural Analysis

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

See similar textbooks

Similar questions

Question 4 Water flows upwards in a vertical (plane) pipe line of gradually varying cross section from point 1 to point 2, which is 1.5 m above point 1, at the rate of 0.9 m³/s. At section 1 the pipe dia is 0.5 m and pressure is 800 kpa. If pressure at section 2 is 600 kpa determine the pipe diameter at that location. (neglect the losses) tt thele loloses)
Q4: Assuming f-0.020, determine the discharge in the pipes. Neglect minor losses. Pipe Diameter AB 250 mm 200 mm 400 mm BC BD Length 1200 m 600 m 200 m EL.45m EL 3m. B C EL. 3.0m D EL 0.0m
Q2) i Neglecting minor losses in the pipe, determine the flows in the pipes and 0 the pressure heads at the nodes (kinematic viscosity= 1.13x104m?¥s) F E n I I 30 Data Pipe Ab BC O DE EF AF BE Lengeh (m) 600 600 200 600 600 200 200 Diameter (wm) 250 150 100 150 150 200 100 Roughness size of all pipes = 0.06 mm Pressure head elevation at A = 70 i o.d. Elevation of pipe nodes A 5 c D L ® 028 0 20 2 2
1. The figure shows a looping water pipe system. Pressure at A = 85 m and E = 55m. Assume f = 0.053 all pipes. a. Compute the discharge at pipe 1b. Compute the discharge at pipe 2c. Compute the discharge at point B
In the parallel system shown, pipe 1 has a length of 3000 ft and 20-inch in diameter. Pipe 2 is 5000 ft long and 15-inch in diameter. The pipe is commercial steel with roughness 0.00015 ft. Water temperature is 50°F (kinematic viscosity is 1.41 x 105 ft?/s), and the total discharge is to be 4 ft /s? Use g = 32.2 ft/s?. Determine: The velocity, friction factor, and flow rate of water in pipes 1 and 2. (1) A B
Q2) For the pipe system shown in the figure, the flow rate is 0.00085 m³/s & v-1.14*106 m²/s, F-0.023, p=990 Kg/m³, diameter 15mm, Celbow=0.9, Cvalve -10, Cfaucet -2.Calculate the pressure at point (1)? -3.0- Faucet 4.5- -1.5- 3.0 Valve EXE 3.0 elbow 005
Theflowrateofwaterthroughacastironpipeis5000GPM.The diameter of the pipe is 330mm, and the coefficient of friction is f=0.0173. What is the pressure drop over a 30m length of pipe
For the pipe show, determine the depth of flow. LO: Q=- 50 cfs S = 0.01 E - 0.005' u = 2.34x10 slug/ft-s p= 1.94 slug/f 3'
Q3/ The water levels in the two reservoirs A and B are 104.5 m and 100 m respectively above the datum. Pipe joins each to a common point D, where pressure is 98:1 kN/m”*2 gauge at above the joint point D and height is 83-5 m above datum. Another pipe connects D to another tank C. What will be the height of water level in C assuming the same value of ‘f’ for all pipes. Take friction co-efficient f = 0-0075. The diameters of the pipes AD, BD and CD are 300 mm, 450 mm, 600 mm respectively and their lengths are 240 m, 270 m, 300 m respectively. 100 m Your answer
2. For the pipe system shown in the figure, n = 0.015 for all pipes and the flow in pipe 4 is 12 cfs. Determine the following: a. The head lost in pipe 1 in feet b. The total head lost in terms of the total discharge Q, where Q is in cfs (1 C. Total head lost in feet 4000 -18. 1500 ft-24 in. 2000 ft-24 in. 5000 ft-12 n.
1. The total headloss from A to E is 26.2 m. Compute the flow for all pipes B 2 D 3 E Pipe C 5 AB BD DE BC CD f 0.02 0.02 0.02 0.02 0.02 Diameter Length (mm) in (m) 600 500 600 400 450 600 650 700 450 450
A 600m long pipe with a diameter of 600mm has a headloss of 1.20m. Determine the following: a.) Discharge flowing in the pipe, f = 0.012; b.) Discharge flowing in the pipe, n = 0.014; c.) Discharge flowing using C = 120 im iong PIune tnat Tuns on