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The head loss of a cast iron pipe 900 m. long is 4 m. Compute the diam. of the pipe if it carries a discharge of 0.8 m³/s. Using Darcy Weishback formula with f = 0.018. a) 0.574 m. b) 0.865 m. c) 0.664 m. d) 0.735 m. 2 Using Manning's Equation with n = 0.014. a) 0.885 m. b) 0.794 m. 3 Use Hazen C = 130. a) 0.952 m. b) 0.850 m. c) 0.630 m. d) 0.541 m. Williams Formula with c) 0.760 m. 714 d) 0.641 m.

The head loss of a cast iron pipe 900 m. long is 4 m. Compute the diam. of the pipe if it carries a discharge of 0.8 m³/s. Using Darcy Weishback formula with f = 0.018. a) 0.574 m. b) 0.865 m. c) 0.664 m. d) 0.735 m. 2 Using Manning's Equation with n = 0.014. a) 0.885 m. b) 0.794 m. 3 Use Hazen C = 130. a) 0.952 m. b) 0.850 m. c) 0.630 m. d) 0.541 m. Williams Formula with c) 0.760 m. 714 d) 0.641 m.

Structural Analysis
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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The head loss of a cast iron pipe 900 m. long is 4 m. Compute the diam. of the pipe if it carries a discharge of 0.8 m³/s. Using Darcy Weishback formula with f = 0.018. - a) 0.574 m. b) 0.865 m. 2 Using Manning's Equation with n = 0.014. a) 0.885 m. b) 0.794 m. c) 0.664 m. d) 0.735 m. 3 Use Hazen C = 130. a) 0.952 m. b) 0.850 m. c) 0.630 m. d) 0.541 m. Williams Formula with c) 0.760 m. 714 d) 0.641 m.
Transcribed Image Text:The head loss of a cast iron pipe 900 m. long is 4 m. Compute the diam. of the pipe if it carries a discharge of 0.8 m³/s. Using Darcy Weishback formula with f = 0.018. - a) 0.574 m. b) 0.865 m. 2 Using Manning's Equation with n = 0.014. a) 0.885 m. b) 0.794 m. c) 0.664 m. d) 0.735 m. 3 Use Hazen C = 130. a) 0.952 m. b) 0.850 m. c) 0.630 m. d) 0.541 m. Williams Formula with c) 0.760 m. 714 d) 0.641 m.
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