TECHNICAL NOTES
Jan 16, 2004

Linear Solution for Hydraulic Analysis of Tapered Microirrigation Laterals

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Publication: Journal of Irrigation and Drainage Engineering
Volume 130, Issue 1

Abstract

A simplified analytical solution that takes into account the effect of the emitter discharge exponent on the hydraulic computations of tapered microirrigation laterals, is presented. The hydraulic analysis is evaluated based on the spatially variable discharge function approach. A simple power equation was used to express distribution of the variable outflow delivered from the each emitter along the lateral. An analytical solution is developed for the case of a linear relationship between the emitter discharge and pressure head, namely, the emitter discharge exponent equals to unique, y=1.0. In this procedure, the analytical derivations can be applied for uphill, downhill, and zero slope conditions. Results are comparable to those obtained from the literature.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 130Issue 1February 2004
Pages: 78 - 87

History

Received: Oct 16, 2002
Accepted: Apr 23, 2003
Published online: Jan 16, 2004
Published in print: Feb 2004

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Authors

Affiliations

Gürol Yıldırım, M.ASCE
Research Assistant, Hydraulics Division, Civil Engineering Dept., Istanbul Technical Univ., 34469, Maslak, Istanbul, Turkey.
Necati Agˇıraliogˇlu
Professor, Hydraulics Division, Civil Engineering Dept., Istanbul Technical Univ., 34469, Maslak, Istanbul, Turkey.

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