(c) Figure Q4(c)(i) shows the system consists of 1200 m of 5 cm cast-iron pipe, two 45° and four 90° flanged long-radius elbows, a fully open flanged globe valve, and a sharp exit into a reservoir. Calculate gage pressure at point 1 to deliver 0.005 m3/s of water into the reservoir if elevation at point 1 is 400m. Given u = 0.001 kg/m s.; 450 long-radius elbow, k = 0.2; 90° long-radius elbow, k-0.3; Open flanged globe valve, k=8.5; submerged exit, k=1.0. [Please use: Moody Chart diagram in Figure Q4 (c)(ii) and attach it together with your answer script].

(c) Figure Q4(c)(i) shows the system consists of 1200 m of 5 cm cast-iron pipe, two 45° and four 90° flanged long-radius elbows, a fully open flanged globe valve, and a sharp exit into a reservoir. Calculate gage pressure at point 1 to deliver 0.005 m3/s of water into the reservoir if elevation at point 1 is 400m. Given u = 0.001 kg/m s.; 450 long-radius elbow, k = 0.2; 90° long-radius elbow, k-0.3; Open flanged globe valve, k=8.5; submerged exit, k=1.0. [Please use: Moody Chart diagram in Figure Q4 (c)(ii) and attach it together with your answer script].

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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