Closed-Form Solutions of the Energy Balance Equation for Drip Laterals under the Darcy-Weisbach Resistance Formula
Publication: Journal of Irrigation and Drainage Engineering
Volume 144, Issue 7
Abstract
Many studies have investigated easy methods to design drip laterals, as well as the best resistance equation to use, which is fundamental to accurately account for friction losses. This paper addresses both the features of lateral design relationships and the influence of the friction-loss equation on the design variables. First, simple closed-form solutions of the energy balance equation for both sloped and horizontal drip laterals are derived with the simplified Darcy-Weisbach resistance formula by assuming the Darcy friction factor as invariant versus the Reynolds number. Second, an error analysis is performed assuming the friction factor as constant in the design, which is compared to using the Blasius resistance equation that accounts for Reynolds number variation. Third, once these closed-form solutions have been derived, their extension to account for friction-factor variation versus the Reynolds number is demonstrated by introducing an average friction-factor relationship, with errors in computing the design variables that do not exceed 0.27% (i.e., almost the exact solutions obtained when the Blasius equation is used).
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Acknowledgments
Research was supported by Progetti di Rilevante Interesse Nazionale (PRIN) 2015 project granted by the Italian Ministry of Education, University and Research (MIUR) No. 2015AKR4HX. The author wishes to thank the anonymous reviewers and in particular the Editor, Professor Garry Grabow, Ph.D., P.E., for the helpful comments and suggestions during the revision stage.
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Published In
Journal of Irrigation and Drainage Engineering
Volume 144 • Issue 7 • July 2018
Copyright
©2018 American Society of Civil Engineers.
History
Received: Jun 26, 2017
Accepted: Jan 11, 2018
Published online: Apr 25, 2018
Published in print: Jul 1, 2018
Discussion open until: Sep 25, 2018
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