Approximations of the Darcy–Weisbach friction factor in a vertical pipe with full flow regime

Author:

Zeyu Zhang1,Junrui Chai12,Zhanbin Li13,Zengguang Xu1,Peng Li1

Affiliation:

1. State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China, Xi'an University of Technology, Xi'an 710048, China

2. School of Civil Engineering, Xijing University, Xi'an 710123, China

3. State Key Laboratory of Soil Erosion and Dry-land Farming on the Loess Plateau, Institute of Soil and Water Conservation, Chinese Academy of Sciences and Ministry of Water Resources, Yangling, Shaanxi 712100, China

Abstract

Abstract The discharge in a full flow regime represents the discharge capacity of a vertical pipe, and the Darcy–Weisbach friction factor () is an important variable to calculate discharge. Since all existing equations for contain the Reynolds number (Re), it is problematic if the velocity is unknown. In this study, the performance of existing equations collected from studies on vertical pipes is assessed, and an approximation for the of vertical pipes in the full flow regime, without Re, is proposed. The performance of the Brkić and Praks equation is the best, with a maximum relative error (MRE) of 0.003% (extremely accurate). The MRE of the new approximation is 0.43%, and its assessment level is very accurate. This work is expected to provide a reference for the design and investigation of the drainage of vertical pipes.

Funder

Natural Science Foundation of Shaanxi Province

Leadership Talent Project of Shaanxi Province High-Level Talents Special Support Program in Science and Technology Innovation

National Key Research and Development Program of China

National Natural Science Foundation of China

Publisher

IWA Publishing

Subject

Water Science and Technology

Reference34 articles.

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4. Experimental study of hydraulics of drill-drop manholes;Journal of Hydraulic Engineering,2015

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