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, (1) 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, (1) 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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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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.

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