TECHNICAL PAPERS
Aug 1, 1986

Demand Irrigation Schedule Pilot Project: Sri Lanka

Publication: Journal of Irrigation and Drainage Engineering
Volume 112, Issue 3

Abstract

Since 1981, the Sri Lanka Government has been testing a different approach to delivering irrigation water to its numerous small‐scale farmers. Instead of conventional open‐channel rotation irrigation with water controlled by government organizations, a 367‐acre (147‐ha) pilot project has put each farmer in control of his own water supply using a limited‐rate demand irrigation schedule. This system conjunctively utilizes sloping canals, on‐stream regulating reservoirs, automatic float‐controlled canal gates, level‐top canals, and buried concrete pipelines with float valves to maintain low pressure. Discussed are construction costs and materials, the four cropping seasons evaluated, and the advantages and disadvantages compared to conventional irrigation. Current data show that: an adequate and equitable water supply can be achieved and sustained; crop production can be increased from 8 to 20 bushels/acre (160 to 400 kg/ha); the potential exists for reducing water use below that of conventional irrigation; and that farmer contention is nearly eliminated. Project cost was about 5,860 rupees/acre [$325/acre ($810/ha)] compared to 3,350 rupees/acre [$185/acre (465/ha)] for the conventional system. The resulting incremental increased cost is about 75% at the distributary channel level but about only 7–10% of total project development costs.

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References

1.
Bos, M. G., Replogle, J. A., and Clemmens, A. J., Flow Measuring Flumes for Open Channel Systems, John Wiley and Sons, Inc., New York, N.Y., 1984.
2.
Merriam, J. L., “Float Valve Provides Variable Flow Rate at Low Pressures,” Proceedings of the Irrigation and Drainage Specialty Conference, ASCE, 1973, pp. 385–402.
3.
Merriam, J. L., “Level‐Top Canals for Semi‐Automation of On‐Farm Irrigation Supply Systems,” Proceedings of the Irrigation and Drainage Specialty Conference, ASCE, 1977, pp. 217–224.
4.
Merriam, J. L., Demand Irrigation Schedule Concrete Pipeline Pilot Projects, Sri Lanka, Mahaweli Engineering and Construction Agency (formerly MDB), Colombo, Sri Lanka, 1980.
5.
Merriam, J. L., Demand Irrigation Schedule Concrete Pipeline Pilot Project, Third Interim Report, Mahaweli Engineering and Construction Agency (formerly MDB), Colombo, Sri Lanka, 1982/83.
6.
Merriam, J. L., “Demand Irrigation Schedule Concrete Pipeline Pilot Project, Sri Lanka,” Final Report, Mahaweli Engineering and Construction Agency, P.O. Box 1667, Colombo, Sri Lanka.
7.
“Recommended Irrigation Schedule Terminology,” Proceedings of the Irrigation and Drainage Specialty Conference, On‐Farm Irrigation Committee, Irrigation and Drainage Division, ASCE, 1984, pp. 219–221.
8.
Replogle, J. A., and Merriam, J. L., “Scheduling and Management of Irrigation Water Delivery Systems,” Proceedings of the Second National Irrigation Symposium, American Society of Agricultural Engineers, 1980, pp. 112–126.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 112Issue 3August 1986
Pages: 185 - 202

History

Published online: Aug 1, 1986
Published in print: Aug 1986

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Authors

Affiliations

John L. Merriam, F. ASCE
Prof. Emeritus, Agricultural Engrg. Dept., California Polytechnic State Univ., San Luis Obispo, CA; currently Demand Irrigation Schedule Specialist, Mahaweli Development Board, Colombo, Sri Lanka
Grant G. Davids, M. ASCE
Agricultural Engr., CH2M HILL, Boise, ID; formerly Water Management Specialist, Mahaweli Development Board, Colombo, Sri Lanka

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