Flow rate, L/S (1000 L-1 m²) 600 500 400 300 200 80 40 30 M 10,000 7000 5000 4000 3000 2000 1000 500 400 20--300 1500 60 54 -48 +44 Q = 2800 L/s and V = 7.9 ft/s Q = 3500 gpm and V = 7.9 ft/s | Q = 1,800 gpm and V = 7.9 ft/s Q = 2800 gpm and V = 7.9 ft/s 1000-40 900-36 800 Flow rate, gpm Pipe diameter, mm (1000/-1m) 700-28 600 24 20 500 32 400 4 16 12 10 a S Example 2-12 Pipe diameter, in 0.0002 Slope of HGL or loss of head, mv/m; ft/t 0.0003 0.0004 0.0005 0.0007 0.0010 0.0020 TETTE 0.0030 0.0040 0.0050 0.0070 0.0100 0.0200 0.0300 ww 200 Using the figure provided, answer to the following question: A 12-inch diameter pipeline is built on a slope of 2 percent. Determine the discharge capacity of the pipeline (at full flow) and the flow velocity.

Flow rate, L/S (1000 L-1 m²) 600 500 400 300 200 80 40 30 M 10,000 7000 5000 4000 3000 2000 1000 500 400 20--300 1500 60 54 -48 +44 Q = 2800 L/s and V = 7.9 ft/s Q = 3500 gpm and V = 7.9 ft/s | Q = 1,800 gpm and V = 7.9 ft/s Q = 2800 gpm and V = 7.9 ft/s 1000-40 900-36 800 Flow rate, gpm Pipe diameter, mm (1000/-1m) 700-28 600 24 20 500 32 400 4 16 12 10 a S Example 2-12 Pipe diameter, in 0.0002 Slope of HGL or loss of head, mv/m; ft/t 0.0003 0.0004 0.0005 0.0007 0.0010 0.0020 TETTE 0.0030 0.0040 0.0050 0.0070 0.0100 0.0200 0.0300 ww 200 Using the figure provided, answer to the following question: A 12-inch diameter pipeline is built on a slope of 2 percent. Determine the discharge capacity of the pipeline (at full flow) and the flow velocity.

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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