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b) A 1000 m long pipeline is connecting two reservoirs having a difference of water level of 16 m. The pipe raises to a height of 3 m above the upper reservoir at a distance of 400 m from the entrance before falling to the lower reservoir. If the water elevation in upper reservoir is 200 m and the diameter of the new cast iron pipe is 0.5 m, (i) Calculate discharge through the pipe (neglect minor losses) using Darcy's equation. (ii) Draw HGL and TEL for the pipe system (iii) Either analytically or graphically estimate the pressure at the highest point of the pipe.

b) A 1000 m long pipeline is connecting two reservoirs having a difference of water level of 16 m. The pipe raises to a height of 3 m above the upper reservoir at a distance of 400 m from the entrance before falling to the lower reservoir. If the water elevation in upper reservoir is 200 m and the diameter of the new cast iron pipe is 0.5 m, (i) Calculate discharge through the pipe (neglect minor losses) using Darcy's equation. (ii) Draw HGL and TEL for the pipe system (iii) Either analytically or graphically estimate the pressure at the highest point of the pipe.

Structural Analysis
Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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I need solution of part b only
Question 4 a) The HGL and the EGL are as shown for a certain flow system in Fig. Q4. (i) Is flow from A to E or from E to A? (ii) Does it appear that a reservoir exists in the system? (iii) Does the pipe at E have a uniform or a variable diameter? (iv) Is there a pump in the system? (v) Sketch the physical setup that could yield the conditions shown between C and D. EGL HGL EGL and HGL E Figure Q4. b) A 1000 m long pipeline is connecting two reservoirs having a difference of water level of 16 m. The pipe raises to a height of 3 m above the upper reservoir at a distance of 400 m from the entrance before falling to the lower reservoir. If the water elevation in upper reservoir is 200 m and the diameter of the new cast iron pipe is 0.5 m, (i) Calculate discharge through the pipe (neglect minor losses) using Darcy's equation. (ii) Draw HGL and TEL for the pipe system (iii) Either analytically or graphically estimate the pressure at the highest point of the pipe.
Transcribed Image Text:Question 4 a) The HGL and the EGL are as shown for a certain flow system in Fig. Q4. (i) Is flow from A to E or from E to A? (ii) Does it appear that a reservoir exists in the system? (iii) Does the pipe at E have a uniform or a variable diameter? (iv) Is there a pump in the system? (v) Sketch the physical setup that could yield the conditions shown between C and D. EGL HGL EGL and HGL E Figure Q4. b) A 1000 m long pipeline is connecting two reservoirs having a difference of water level of 16 m. The pipe raises to a height of 3 m above the upper reservoir at a distance of 400 m from the entrance before falling to the lower reservoir. If the water elevation in upper reservoir is 200 m and the diameter of the new cast iron pipe is 0.5 m, (i) Calculate discharge through the pipe (neglect minor losses) using Darcy's equation. (ii) Draw HGL and TEL for the pipe system (iii) Either analytically or graphically estimate the pressure at the highest point of the pipe.
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