Estimating reference crop evapotranspiration (ETo) is very important in the planning and scheduling of irrigation water. A simple method for the estimation of ETo is needed, with fewer meteorological factors that are required for estimation using the Penmen–Monteith equation (PME). The aim of this study was to manage irrigation water in the Al-Baha region of Saudi Arabia using a simple equation to estimate ETo based on air temperature as an effective alternative to the PME. Four simple temperature-dependent equations proposed by Thornthwaite, Blaney-Criddle, Hamon and Linacre were selected for analysis. Of these four equations, the Linacre equation (LE) was found to be best for estimating ETo. Although the ETo rate was overestimated when using the LE compared with the PME, it had the lowest error percentage (9.55%) and the highest R2 (0.97). After deducing a new and accurate equation based on the LE with the ability to estimate the ETo rate, the modified LE produced values closest to the results obtained using the PME for the Al-Baha region. It can thus be relied upon for estimating irrigation needs in the Al-Baha region with the irrigation systems used in the region.
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April 2025
Research Article|
July 03 2023
Management of irrigation water in Al-Baha, Saudi Arabia, using a simple alternative to the Penman–Monteith equation
Khalid A. Alkhuzai, PhD
Khalid A. Alkhuzai, PhD
Associate Professor, Civil Engineering Department, Al-Baha University, Al-Baha, Kingdom of Saudi Arabia (kalkhuzai@bu.edu.sa)
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Publisher: Emerald Publishing
Received:
February 14 2023
Accepted:
June 14 2023
Online ISSN: 1751-7729
Print ISSN: 1741-7589
Emerald Publishing Limited: All rights reserved
2025
Proceedings of the Institution of Civil Engineers - Water Management (2025) 178 (2): 83–94.
Article history
Received:
February 14 2023
Accepted:
June 14 2023
Citation
Alkhuzai KA (2025), "Management of irrigation water in Al-Baha, Saudi Arabia, using a simple alternative to the Penman–Monteith equation". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 178 No. 2 pp. 83–94, doi: https://doi.org/10.1680/jwama.23.00012
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