TECHNICAL PAPERS
Mar 14, 2003

Night Irrigation Reduction for Water Saving in Medium-Sized Systems

This article has a reply.
VIEW THE REPLY
Publication: Journal of Irrigation and Drainage Engineering
Volume 129, Issue 2

Abstract

In many medium-sized irrigation systems water is wasted during the night because demand is low and supply is not reduced accordingly. A hydrodynamic model was applied, using MIKE 11 as a software tool, to simulate abrupt discharge changes and their travel times along small irrigation canals. Filling and emptying of the canal were also analyzed. The model was calibrated with data of a field experiment that included startup, positive, and negative surges. A technique was developed to take into account the considerable water losses in the canal. Performance indicators efficiency, adequacy, equity, and dependability, proposed by Molden and Gates in 1990, were redefined using the concept of usefully delivered discharge. The newly defined indicators were consequently used to find the gate operation scenario that meets optimally the target day and night discharges. It was found that it is feasible to implement night delivery reduction. The calibrated model was used to develop guidelines for the operation of the canal with daily flow variation, resulting in considerable water savings during the night.

Get full access to this article

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

References

Alvarado, A. (2001). “Modelización hidrodinámica de canales de riego medianos.” Graduate thesis, Faculty of Engineering, Univ. de Cuenca, Cuenca, Ecuador (in Spanish).
Bojorque, J., Célleri, R., Idrovo, J., and Torres, P. (1997). “Medición y evaluación de parámetros hidráulicos para sistemas de riego.” Graduate thesis, Faculty of Engineering, Univ. de Cuenca, Cuenca, Ecuador (in Spanish).
Chambers, R. (1988). “Canal Irrigation at Night.” Managing canal irrigation, Cambridge University, Cambridge, England, 133–157.
Contractor, D. N., and Schuurmans, W.(1993). “Informed use and potential pitfalls of canal models.” J. Irrig. Drain. Eng.,119(4), 663–672.
Danish Hydraulic Institute (1997). “MIKE 11: A microcomputer based modeling system for rivers and channels; reference manual.” Copenhagen, Denmark.
Havnø, K., Madsen, M. N., and J. Dørge, J. (1995). “MIKE 11—A generalized river modelling package.” Computer models of watershed hydrology, V. P. Singh, ed., Water Resources Publications, Littleton, Colo., 733–782.
Holly, F. M., and Merkley, G. P.(1993). “Unique problems in modeling irrigation canals.” J. Irrig. Drain. Eng.,119(4), 656–662.
Legates, D., and McCabe, G.(1999). “Evaluating the use of “goodness-of-fit” measures in hydrologic and hydroclimatic model validation.” Water Resour. Res., 35(1), 233–241.
Lettenmaier, D., and Wood, E. (1993). “Hydrologic forecasting.” Handbook of hydrology, D. R. Haidment, ed., McGraw-Hill, New York, 26.2–26.3.
Mishra, A., Anand, A., Singh, R., and Raghuwanshi, N. S.(2001). “Hydraulic modeling of Kangsabati main canal for performance assessment.” J. Irrig. Drain. Eng.,127(1), 27–34.
Molden, D. J., and Gates, T. K.(1990). “Performance measures for evaluation of irrigation-water-delivery systems.” J. Irrig. Drain. Eng.,116(6), 804–823.
Sanaee Jahromi, S., and Feyen, J.(2001). “Approach to the evaluation of undependable delivery of water in irrigation schemes.” Irrig. Drain. Syst., 15, 197–213.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 129Issue 2April 2003
Pages: 108 - 116

History

Received: Nov 1, 2001
Accepted: Jun 4, 2002
Published online: Mar 14, 2003
Published in print: Apr 2003

Permissions

Request permissions for this article.

Authors

Affiliations

Bert De Bièvre
Research Assistant, Laboratory for Soil and Water, Katholieke Univ. Leuven, Vital Decosterstraat 102, 3000 Leuven, Belgium.
Andrés Alvarado
Research Assistant, Programa para el Manejo del Agua y del Suelo, Univ. of Cuenca, P.O. Box 168, Cuenca, Ecuador.
Luis Timbe
Research Assistant, Programa para el Manejo del Agua y del Suelo, Univ. of Cuenca, P.O. Box 168, Cuenca, Ecuador.
Rolando Célleri
Research Assistant, Programa para el Manejo del Agua y del Suelo, Univ. of Cuenca, P.O. Box 168, Cuenca, Ecuador.
Jan Feyen
Professor, Laboratory for Soil and Water, Katholieke Univ. Leuven, Vital Decosterstraat 102, 3000 Leuven, Belgium.

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