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

Given data: Discharge, Q= 0.8 m3/s Length of pipe, L = 900 m Total head loss, hL=4 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.

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

6th Edition

ISBN:9781337630931

Author:KASSIMALI, Aslam.

Publisher:KASSIMALI, Aslam.

Chapter2: Loads On Structures

Section: Chapter Questions

Problem 1P

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