Relationship between Hazen–William and Colebrook–White Roughness Values
Author:
Affiliation:
1. Graduate Student, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287 (corresponding author).
2. Professor, Dept. of Civil and Environmental Engineering, Arizona State Univ., Tempe, AZ 85287.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Water Science and Technology,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9429%282007%29133%3A11%281270%29
Reference18 articles.
1. Limitations and Proper Use of the Hazen-Williams Equation
2. The Limits of Applicability of the Hazen-Williams Formula
3. Simple and Explicit Formulas for the Friction Factor in Turbulent Pipe Flow
4. Hydraulic Institute. (1999). Hydraulic Institute engineering data book EM 1110–1-4008 ⟨http://www.usace.army.mil/inet/usace-docs/eng-manuals/em1110-1-4008/toc.htm⟩ (September 23 2005).
5. Ingeduld P. (2003). MIKE.NET user’s guide ⟨http://www.dhisoftware.com/mikenet/Download/Manual/⟩ (September 21 2005).
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