TECHNICAL PAPERS
Mar 1, 1998

Spatial and Temporal Errors in Estimating Regional Evapotranspiration

Publication: Journal of Irrigation and Drainage Engineering
Volume 124, Issue 2

Abstract

Current methods of computing regional crop evapotranspiration (ET), the prime variable in estimating irrigation demand, largely ignore the spatial and temporal variability of ET parameters, thus introducing errors. In this research, a methodology was developed to estimate regional ET while considering the spatial and temporal variability of parameters. To consider this variability, spatial databases were developed for agricultural land-use, relevant climatic parameters, and topographic data using geographic information systems (GIS). The Cache la Poudre Basin was selected as the study area due to the availability of field verified land-use survey data. A spatial simulation ET model (GISETMA) was used to develop a baseline estimation of regional ET, incorporating analytical GIS functions of map algebra and map overlay to calculate ET for each field in the system and for each day of the growing season. Various scenarios were developed and compared to the baseline scenario to explore spatial and temporal errors from point estimate of climate data and weather station use, daily versus monthly time-steps, and land-use classification.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Allen, R. G., and Pruitt, W. O.(1986). “Rational use of the FAO Blaney-Criddle formula.”J. Irrig. and Drain. Engrg., ASCE, 112(2), 139–155.
2.
ARC/INFO user's guide. (1991). Environmental Systems Research Institute, Inc., Redlands, Calif.
3.
Bras, R. L., and Colon, R.(1978). “Time averaged areal mean of precipitation: estimation and network design.”Water Resour. Res., 14(5), 878–888.
4.
Brutsaert, W. H., and Mawdsley, J. A.(1976). “The applicability of Planetary Boundary Layer theory to calculate regional evapotranspiration.”Water Resour. Res., 12, 852–859.
5.
Cuenca, R. H. (1989). Irrigation system design: an engineering approach. Prentice-Hall, Inc., Englewood Cliffs, N.J.
6.
Doorenbos, J., and Pruitt, W. O. (1977). “Guidelines for prediction of crop water requirements.”FAO Irrig. and Drain. Paper No. 24, 2nd Ed., Food and Agricultural Organization of the United Nations, Rome, Italy.
7.
GRASS 4.0 user's reference manual. (1991). U.S. Army Corps of Engineers Construction Engineering Laboratory, Champaign, Ill.
8.
Hashmi, M. A. (1993). “A spatial methodology for estimation of crop water requirements: the GIS approach,” PhD dissertation, Colorado State University, Fort Collins, Colo.
9.
Hashmi, M. A., Garcia, L. A., and Fontane, D. G.(1994). “Spatial estimation of regional crop evapotranspiration.”Trans. ASAE, 38(5), 1345–1351.
10.
Harcum, J. B., and Loftis, J. C.(1987a). “Spatial interpolation of Penman evapotranspiration.”Trans. ASAE, 30(1), 129–136.
11.
Harcum, J. B., and Loftis, J. C.(1987b). “Design and evaluation of regional weather monitoring networks.”Trans. ASAE, 30(6), 1673–1678.
12.
Jensen, M. E., Burman, R. D., and Allen, R. G. (1990). “Evapotranspiration and irrigation water requirements.”ASCE Manuals and Rep. on Engrg. Pract. No. 70, ASCE.
13.
Mizyed, N. R. (1990). “Estimation of irrigation demands for optimal management of multi-reservoir systems,” PhD dissertation, Colorado State University, Fort Collins, Colo.
14.
Pearson II, F. (1990). Map projections: theory and applications. CRC Press, Boca Raton, Fla.
15.
Rouse, W. R., and Steward, R. B.(1971). “A simple method for determining evapotranspiration from high-latitude upland sites.”J. App. Meteo., 11(7), 1063–1070.
16.
Skogerboe, G. V., and Walker, W. R. (1970). “Agriculture land-use of the Poudre Basin.”Tech. Rep., Colorado State University, Fort Collins, Colo.
17.
Tabios III, G. Q., and Salas, J. D.(1985). “A comparative analysis of techniques for spatial interpolation of precipitation.”Water Resour. Bull., 21(3), 365–380.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 124Issue 2March 1998
Pages: 108 - 114

History

Published online: Mar 1, 1998
Published in print: Mar 1998

Permissions

Request permissions for this article.

Authors

Affiliations

Mansoor A. Hashmi
Des. Engr., Nat. Engrg. Services Pakistan (Pvt.) Ltd., 11-Aibek Block, New Garden Town, Lahore, Pakistan.
Luis A. Garcia, Member, ASCE
Dir., Integrated Decision Support Group (IDS); and Asst. Prof., Dept. of Chemical and Bioresource Engrg., Colorado State Univ., Fort Collins, CO 80523.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share