Rio Grande 500 Head lost due to pipe wall friction (consider PVC only) Velocity of water Percentage loss BI 450. 200 250- -300 350 -400 Refer to the above figure. Design a penstock that will connect B1 to C. The flow rate is determined to be 215 l/s with a gross head of 75 m. Horizontal length of the pipe, based on the map, is assumed to be 305 m. Consider a 6-bar 400-mm PVC pipe for the design. Find the following:

Rio Grande 500 Head lost due to pipe wall friction (consider PVC only) Velocity of water Percentage loss BI 450. 200 250- -300 350 -400 Refer to the above figure. Design a penstock that will connect B1 to C. The flow rate is determined to be 215 l/s with a gross head of 75 m. Horizontal length of the pipe, based on the map, is assumed to be 305 m. Consider a 6-bar 400-mm PVC pipe for the design. Find the following:

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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Determine the discharge at pipeline 2 in lit/sec assuming f=0.02 for all pipes. 700 m 450mm diam. 0.86m3/s Pipe 2 800 m 400mm diam. Pipe 3 700 m 500mm diam. O 200 100 250
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A 300mm x 300mm pipe discharges 600 L/s of water where the length is 30m. Determine the head loss if f = 0.021 hf = 83.412m hf = 72.126m hf = 86.246m No answer among the choices hf = 68.921m hf = 77.093m
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Q4: Assuming f-0.020, determine the discharge in the pipes. Neglect minor losses. Pipe Diameter AB 250 mm 200 mm 400 mm BC BD Length 1200 m 600 m 200 m EL.45m EL 3m. B C EL. 3.0m D EL 0.0m
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