A circular concrete pipe must be sized to carry water from a reservoir of constant elevation to
Fantastic news! We've Found the answer you've been seeking!
Question:
Assume the design flow is 0.25 m⅝, the equivalent sand roughness of the pipe is 0.0006 m, and the water is at 15°C (kinematic viscosity, v = 1.14 x 10-% m). Assume an inlet loss coefficient
of Cin = 0.5, a valve loss coefficient of Cvalve = 2.0, and a pipe outlet loss of Cout = 1.0.
Determine the following.
- characteristic PL value
- pipe diameter (m)
- mean flow velocity
- confirm that the correct flow range was used for the calculations using R/ks, Re, and Rew.
- friction factor
- the slope of the energy grade line
- shear stress
- friction velocity
- What pipe diameter would you select from the following table of commercially available pipe sizes for your current design?
Related Book For
Managerial Economics A Problem Solving Approach
ISBN: 978-1133951483
3rd edition
Authors: Luke M. Froeb, Brian T. McCann, Mikhael Shor, Michael R. War
Posted Date: