A flow of 1m /s is received by two pipes which are parallel to each other. A150-mm diameter pipe (f-0.02), 600m long, is in parallel with a 200-mm diameter pipe (f-0.025), 750m long. Determine the diameter of an equivalent single pipe of length 750m and f=0.015 that could replace the two pipes. Note: Equivalent pipe must have the same discharge and head loss as the original pipe system,

A flow of 1m /s is received by two pipes which are parallel to each other. A150-mm diameter pipe (f-0.02), 600m long, is in parallel with a 200-mm diameter pipe (f-0.025), 750m long. Determine the diameter of an equivalent single pipe of length 750m and f=0.015 that could replace the two pipes. Note: Equivalent pipe must have the same discharge and head loss as the original pipe system,

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

Someone can help me with this one please
Choose only one answer. The best possible answer.
Given below are pipe lengths, sizes and connections. All pipes have a friction factor of 0.020. If the flow from A to B is 8cfs. a.) Determine the head loss in feet in PIPE 1. b.) Determine the head loss in feet in PIPE 5. c.)Determine the flow in the upper branch pipe Q2 in cubic feet per second.
Q2. Determine the flow rates in the three Cast Iron pipes in the figure shown (Assume complete turbulence, rough pipes). P1 Tank 1 Pipe 1 45 m P3 P2 Tank 3 Tank 2 Pipe 3 Pipe 2 D e ipe L (m) e/D f k Pipe Equation (cm) (тm) (m³/s) 1 15 180 20 100 3 12 55 Pressure (P) (pascal) Tank z (m) Total Head (m) 1 50,000 2 300,000 3 70,000
A pipe connected in series has the following roughness or friction coefficients: Pipe 1 C = 80 (Hazen-Williams) Pipe 2 n = 0.015 (Chezy-Manning) Pipe 3 f = 0.025 (Darcy-Weisbach) All pipes have a diameter of 400mm, length of 1 kilometer, and flow rate of 150 L/s. Determine the headloss on Pipe 1 in meters.
1.
Question 4: H₂=4 m f=0.15 D₁ = 50 mm H₁ 4 m 25 m L = 100 m A. Two tanks A and B were connected by a 50 mm-diameter pipe (f=0.15) that is 100 m in length. Calculate the total flow between the two tanks. B. A pipe of 200mm diameter (f-0.01) and length X is to be connected in series to replace X length of the 50mm pipe. If the purpose is to increase flow by 50%. Find Length X. ***** La=X f=0.01 D. = 200 mm
شمذنس Fluid mechanics
Three pipes, pipe 1, pipe 2 and pipe 3, are connected in series. Pipe 1 has diameter of 600mm and length of 850m. Pipe 2 has diameter of 45omm and length of 903m. Pipe 3 has diameter of 350mm and a length of 510m. Determine the total head loss from start of pipe 1 to end of pipe 3 if the discharge in pipe 1 is 345 L/s. f = 0.021 in all pipes A) HL = 32.41 m (B hf = 41.17 m No answer among the choices D) HL = 29.52 m E HL = 36.69 m F) HL = 38.86 m
Two pipes 1 and 2 are connected in parallel. Pipes 1 and 2 have the same length and diameter. If the flow in pipe 1 is 680 L/s and the friction factor in pipe 2 is twice of the friction factor of pipe 1, determine the discharge of pipe 2. A) 530 L/s B 460 L/s c) 481 L/s No Answer among the choices E) 509 L/s