Your search found 7 records
1 Trout, T.; Kemper, W. D.; Hasan, H. S. 1982. Circular concrete irrigation turnout. Fort Collins, CO, USA: Colorado State University. 69 p. (Water management synthesis project handbook no. 1 / Design and construction handbook no. 1)
(Location: IWMI-HQ Call no: 631.7.1 G730 TRO Record No: H0475)
2 Merriam, J. L. 1985. Demand irrigation schedule concrete pipeline pilot project: Area H, Block 404, D-1. California, CA, USA: Merriam, Deasy and Whisenant Inc. ii, 79p.
(Location: IWMI-HQ Call no: 631.7.8 G744 MER Record No: H0633)
Third interim report (1983) and Final report (1985)
3 Ahammed, C. S. 1984. Bogra underground asbestos cement pipe system: An economic analysis. Dhaka, Bangladesh: BARC. In Bangladesh Agricultural Research Council, Improved distribution system for minor irrigation in Bangladesh: Proceedings of a workshop, Dhaka, 8-9 July 1984 (pp. 25-45). Dhaka: BARC.
Economic analysis ; Concrete pipes ; Agricultural production ; Groundwater ; Irrigated farming ; Water conveyance / Bangladesh
(Location: IWMI-HQ Call no: 631.7.1 G584 BAN Record No: H01457)
4 Kruse, E. G.; Humphreys, A. S.; Pope, E. J. 1983. Farm water distribution systems. In Jensen, M. E. (Ed.), Design and operation of farm irrigation systems. St. Joseph, MI, USA: ASAE. pp.395-443. (ASAE monograph no.3)
Water distribution ; Flow discharge ; Construction technology ; Concrete pipes ; Canal linings ; Farms ; Water conveyance
(Location: IWMI-HQ Call no: 631.7.1 G000 JEN Record No: H03206)
5 Davids, G. G.; Merriam, J. L. 1990. Sri Lankan upgrades social agricultural and economical conditions with a demand irrigation schedule. Preprint of paper for the 14th International Congress, International Commission on Irrigation and Drainage, Rio de Janeiro, Brazil, 1990. 12p.
(Location: IWMI-HQ Call no: P 133 Record No: H06490)
6 Voet, M.; Dierickx, W. 1991. Roughness coefficients of watercourses revetted with half circular concrete pipes: Results of field measurement in watercourse S333 at Maarkedal. Agricultural Water Management, 19(1):17-26.
(Location: IWMI-HQ Call no: PER Record No: H07347)
7 Merriam, J. L. 1992. Flexible water supply systems facilitated by low pressure semi-closed and closed pipeline systems. In Feyen, J.; Mwendera, E.; Badji, M. (Eds.), Advances in planning, design and management of irrigation systems as related to sustainable land use: Proceedings of an International Conference organized by the Center for Irrigation Engineering of the Katholieke Universiteit Leuven in cooperation with the European Committee for Water Resources Management, Leuven, Belgium, 14-17 September 1992. Vol. 1. Leuven, Belgium: Center for Irrigation Engineering. pp.173-183.
Water delivery ; Concrete pipes ; Design ; Surface irrigation / USA / India / California / Madhya Pradesh
(Location: IWMI-HQ Call no: 631.7.1 G000 FEY Record No: H014347)
Low pressure closed and semi-closed pipelines are nearly the only practical way to deliver irrigation water with flexible scheduling for surface irrigation. The use of float valves is essential for the semi-closed system where gravity developed head is excessive. The Harris float valve with over forty years of application, is the most widely used one. In conjunction with low pressure non-reinforced concrete pipe, it provides a low cost delivery system. The design concept and procedures for its use are illustrated.
Powered by DB/Text WebPublisher, from
