Technical Papers
Sep 23, 2016

Crop Coefficient Curve for Paddy Rice from Residual Energy Balance Calculations

Publication: Journal of Irrigation and Drainage Engineering
Volume 143, Issue 2

Abstract

The crop coefficient (Kc) values of rice paddy are important for estimating accurate rice crop evapotranspiration (ETc), water transfers planning, efficient irrigation management, and hydrological studies. In this study, ETc was measured and a generalized Kc curve was calculated for paddy rice in the Sacramento Valley, California. Field experiments were conducted in three rice paddy fields during the 2011–2013 growing seasons. Surface renewal analysis, after calibration using eddy covariance method, was applied to obtain sensible heat flux values from high-frequency temperature readings; latent heat flux densities were characterized by the residual of the energy balance method. The results revealed that there is considerable variability in rice water use both spatially and temporally. The average 3-year measured seasonal ETc of the experimental fields ranged from 690 to 762 mm in Butte County and from 681 to 813 mm in the Colusa County. A mean daily seasonal ETc of 5.3  mmd1 and midseason ETc of 5.8  mmd1 was observed. The rice Kc values were lower than those commonly used to estimate rice ETc during the midseason and were greater than expected during early growth before canopy closure. For a typical growing season of 145 days, the Kc values were estimated as 1.10, 1.00, and 0.80 for the initial-growth, midseason, and late-season stages, respectively. The generalized Kc curve is quite accurate for practical application and enables growers to determine rice crop water use in a reliable, usable, and affordable format. The proposed Kc information can be used to refine the estimates of rice consumptive water use in the Sacramento Valley for the purpose of water transfers to water-short areas of the State. These Kc values are likely applicable to other locations having similar climate to the Sacramento Valley in California.

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Acknowledgments

The authors thank the California Department of Water Resources for supporting the “Refinement of Rice Water Use” project, Agreement No. 460008548A12TOUC101. The authors especially thank Tom Filler and Al Vargas from the Water Transfer Office and Morteza Orang and Tom Hawkins from the Water Planning Office for their valuable input and feedback during the project.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 143Issue 2February 2017

History

Received: Dec 23, 2015
Accepted: Jul 21, 2016
Published online: Sep 23, 2016
Published in print: Feb 1, 2017
Discussion open until: Feb 23, 2017

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Authors

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A. Montazar [email protected]
Project Scientist, Dept. of Plant Sciences, Univ. of California, 2242 PES Bldg., One Shields Ave., Davis, CA 95616 (corresponding author). E-mail: [email protected]
H. Rejmanek
Former Junior Specialist, Univ. of California, Davis, CA 95616.
G. Tindula
Former Junior Specialist, Univ. of California, Davis, CA 95616.
C. Little
Land and Water Use Scientist, California Dept. of Water Resources, Sacramento, CA 95814.
T. Shapland
Former Ph.D. Student, Horticulture and Agronomy Graduate Group, Univ. of California, Davis, CA 95616.
F. Anderson
Hydrologist, U.S. Geological Survey, California Water Science Center, Sacramento, CA 95819.
G. Inglese
Former Ph.D. Student Visitor, Univ. of Palermo, 90100 Palermo, Italy.
R. Mutters
Rice Farm Advisor, UCCE Butte Co., Oroville, CA 95965.
B. Linquist
Rice Specialist, UCCE at Univ. of California, Davis, CA 95616.
C. A. Greer
Rice Farm Advisor, UCCE Colusa Co., Colusa, CA 95932.
J. Hill
Rice Specialist-Emeritus, UCCE at Univ. of California, Davis, CA 95616.
R. L. Snyder
Biometeorology Specialist-Emeritus, UCCE at Univ. of California, Davis, CA 95616.

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