TECHNICAL PAPERS
Mar 1, 1993

Water Management in Arranged‐Demand Canal

Publication: Journal of Irrigation and Drainage Engineering
Volume 119, Issue 2

Abstract

Irrigation water‐management characteristics within the command area of an arranged‐demand irrigation canal were examined, including on‐farm scheduling practices. Supply/demand ratios were used as the key indicators for the conceptual framework; however, spill ratio and the farmers' satisfaction with the system were also considered. To minimize the cost the methodology considered existing data sets and used secondary data where appropriate. Data sources included direct measurement, existing data sets, farmer questionnaires, and simulation of hypothetical demand. Total water use was not sufficient to meet the hypothetical demand of the crops, although some form of scheduling technique was used by more than half of the respondents. The farmers were satisfied with the level of service, although land loss due to seepage was a major concern. There were similarities between the hypothetical demand and actual supply hydrograph, although significant deviations over short time periods suggested that forecasting of actual demand at the canal level using evapotranspiration data would not be practical in this arranged demand canal.

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References

1.
Clemmens, A. J. (1987). “Delivery system schedules and required capacities.” Planning, Operation, Rehabilitation and Automation of Irrigation Water Delivery Systems, ASCE, New York, N.Y.
2.
Dedrick, A. R., Clyma, W., and Palmer, J. D. (1991). Diagnosing performance in on‐farm irrigation systems. Presented at the summer meeting of the American Society of Agricultural Engineers, Albuquerque, New Mexico, USA.
3.
Grose, R., and Kramer, L. N. (1985). Tapping the bow. Eastern Irrigation District, Brooks, Alberta, Canada.
4.
Manz, D. H. (1991). “Eastern Irrigation District water delivery management/operation improvement project.” Special Technical Session Proceedings, International Commission on Irrigation and Drainage, Beijing, China, Vol. 1‐B, 147–157.
5.
McCornick, P. G. (1989). “Adequacy of existing irrigation performance techniques for changing water supplies.” CSAE/ASAE Pacific Northwest Regional Meeting, Penticton, BC, Canada.
6.
Mohammed, R. A. (1987). “A theory for monitoring an irrigation conveyance system for management,” PhD thesis, Colorado State University, Fort Collins, Colo.
7.
Oad, R., and McCornick, P. G. (1989). “Methodology for assessing the performance of irrigated agriculture.” ICID Bulletin, 38, 1, International Commission on Irrigation and Drainage, New Delhi, India.

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Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 119Issue 2March 1993
Pages: 251 - 264

History

Received: Aug 18, 1991
Published online: Mar 1, 1993
Published in print: Mar 1993

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Authors

Affiliations

Peter G. McCornick, Member, ASCE
Water Resour. Engr., Crippen Consultants, 900‐401 West Georgia Street, Vancouver, British Columbia, V6B 5E1, Canada
Formerly, Asst. Prof., Univ. of Alberta, Edmonton, Alberta, Canada

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