end. The other end of the pipe is conneccted to a junction from which two pipes of lengths 1000 m and diameter 300 mm ran in parallet. These parallel pipes are connected to another reserveir, which is having level of water 20 m below the water level of the above reservoir. Determine the total discharge ifr- 0.025 Neglect minor losses. Q2:- A pipe of diameter 0.4 m and of length 2000 m is connected to a reservoir at one 20 m L-2000m Le1000m.đ, d-0.4m, KB T000m d0

end. The other end of the pipe is conneccted to a junction from which two pipes of lengths 1000 m and diameter 300 mm ran in parallet. These parallel pipes are connected to another reserveir, which is having level of water 20 m below the water level of the above reservoir. Determine the total discharge ifr- 0.025 Neglect minor losses. Q2:- A pipe of diameter 0.4 m and of length 2000 m is connected to a reservoir at one 20 m L-2000m Le1000m.đ, d-0.4m, KB T000m d0

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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please answer the problem asap, ty
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