Your search found 33 records
1 Mead, E. 1972. Irrigation institutions: A discussion of the economic and legal questions created by the growth of irrigated agriculture in the west. New York, NY, USA: Arno Press. xi, 392p.
(Location: IWMI-HQ Call no: 631.7.3 G430 MEA Record No: H01102)
(Location: IWMI-HQ Call no: P 11 Record No: H04413)
(Location: IWMI-HQ Call no: PER Record No: H014419)
New underground pipelines, which replaced open-channel canals in the Duchesne River area of northeastern Utah, provided the necessary water pressure for local farmers in this arid region to switch to sprinkler irrigation systems. The new pipelines and sprinkler irrigation systems greatly reduced the amount of water previously lost to canal seepage and inefficient flood irrigation. The new pipelines and sprinkler irrigation systems, however, could be easily damaged or clogged by debris and sediment carried in the water. Self-operating, low-maintenance, and low-cost pipeline inlet facilities had to be designed to remove sediment and debris from river water prior to its entering each new canal pipeline. The unique inlet facility designed for the new Tabby Canal pipeline has been operating successfully for four years. It was relatively inexpensive to construct, is completely self-operating, and requires much less maintenance than mechanical inlet facilities. It has functioned so well that there have been no reports of any pipeline or sprinkler damage from water-carried sediment or debris.
4 Lall, U. 1995. Yield model for screening surface and ground-water development. Journal of Water Resources Planning and Management, 121(1):9-22.
(Location: IWMI-HQ Call no: PER Record No: H015901)
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(Location: IWMI-HQ Call no: P 3766 Record No: H016347)
6 Naftz, D. L.; Spangler, L. E. 1994. Salinity increases in the Navajo aquifer in southeastern Utah. Water Resources Bulletin, 30(6):1119-1135.
(Location: IWMI-HQ Call no: PER Record No: H016370)
7 Waddington, R. E. 1986. Why not consistency in water law? In ASAE, Water resources law: Proceedings of the National Symposium on Water Resources law, Hyatt Regency, Chicago, Illinois, 15-16 December 1986. St. Joseph, MI, USA: ASAE. pp.20-37.
(Location: IWMI-HQ Call no: 333.91 G430 ASA Record No: H017408)
8 Steiner, R. A. 1991. An analysis of water distribution strategies using the irrigation land management simulation model. Dissertation presented to the Faculty of the Graduate School of Cornell University in partial fulfillment of the requirements for the degree of Doctor of Philosophy. xvi, 219p.
(Location: IWMI-HQ Call no: D 631.7.1 G430 STE Record No: H018231)
(Location: IWMI-HQ Call no: PER Record No: H018363)
(Location: IWMI-HQ Call no: PER Record No: H019546)
11 Thurin, S. M.; Summers, P. C.; Carpenter, P. K. 1994. PROSIM - A water rights-based operational simulation model of the Provo River. In Fontane, D. G.; Tuvel, H. N. (Eds.), Water policy and management: Solving the problems: Proceedings of the 21st annual conference, ASCE, Denver, Colorado, May 23-26, 1994. New York, NY, USA: ASCE. pp.578-581.
(Location: IWMI-HQ Call no: 333.91 G000 FON Record No: H019842)
12 Brothers, W. C.; Thiros, S. A. 1991. Infiltration of unconsumed irrigation water in Utah. In Ritter, W. F. (Ed.), Irrigation and drainage: Proceedings of the 1991 National Conference sponsored by the Irrigation and Drainage Division of the American Society of Civil Engineers and the Hawaii Section, ASCE, Honolulu, Hawaii, July 22-26, 1991. New York, NY, USA: ASCE. pp.1-9.
(Location: IWMI-HQ Call no: 631.7 G430 RIT Record No: H019870)
The ground-water hydrology of Panguitch Valley and adjacent areas, south- central Utah, was studied during 1988-90. One objective of the study was to measure ground-water recharge from infiltration of unconsumed irrigation water. Water-level and soil-moisture data were used to estimate travel times for water moving down through the soil profile, and to compare quantities of water reaching the water table after application of flood and sprinkler irrigation. During this study, estimates of travel times from land surface to the water table ranged from 11 days in June 1989 to 2 days in September 1989. Estimates of irrigation water recharging the ground-water system ranged from 25 to 75 percent of the water applied to the flood-irrigated field. Virtually no recharge was apparent for the sprinkler-irrigated field.
13 Miller, W. 1991. Forecasting irrigation water supply using a computer model and remotely sensed snow cover. In Ritter, W. F. (Ed.), Irrigation and drainage: Proceedings of the 1991 National Conference sponsored by the Irrigation and Drainage Division of the American Society of Civil Engineers and the Hawaii Section, ASCE, Honolulu, Hawaii, July 22-26, 1991. New York, NY, USA: ASCE. pp.787-793.
(Location: IWMI-HQ Call no: 631.7 G430 RIT Record No: H019929)
(Location: IWMI-HQ Call no: P 4410 Record No: H019981)
15 Trout, T. J. 1996. Furrow irrigation erosion and sedimentation: On-field distribution. Transactions of the ASAE, 39(5):1717-1723.
(Location: IWMI-HQ Call no: P 4489 Record No: H020472)
16 Ahmed, R. H.; Neale, C. M. U. 1996. Estimating crop water requirements of a command area using remote sensing. In Camp, C. R.; Sadler, E. J.; Yoder, R. E. (Eds.), Evapotranspiration and irrigation scheduling: Proceedings of the International Conference, November 3-6, 1996, San Antonio Convention Center, San Antonio, Texas. St. Joseph, MI, USA: ASAE. pp.1146-1150.
(Location: IWMI-HQ Call no: 631.7.1 G000 CAM Record No: H020785)
17 Essafi, B. 1994. Which objective function for water resources management optimization models? In International Center for Advanced Mediterranean Agronomic Studies (CIHEAM) (Comp.), International Conference on Land and Water Resources Management in the Mediterranean Region, Instituto Agronomico Mediterraneo, Valenzano, Bari, Italy, 4-8 September 1994: Volume 1 - Water resources management. pp.131-149.
(Location: IWMI-HQ Call no: 333.91 GG20 INT Record No: H020912)
(Location: IWMI-HQ Call no: PER Record No: H021089)
19 Wilkins-Wells, J.; Coulter, T. 1999. The affect of urbanization on the cost of operating an irrigation district or canal company. In Burns, J. I.; Anderson, S. S. (Eds.), Contemporary challenges for irrigation and drainage: Proceedings from the USCID 14th Technical Conference on Irrigation, Drainage and Flood Control, Phoenix, Arizona, June 3-6, 1998. Denver, CO, USA: USCID. pp.241-255.
(Location: IWMI-HQ Call no: 631.7.1 G430 BUR Record No: H025307)
20 Ramalan, A. A.; Hill, R. W. 2000. Strategies for water management in gravity sprinkle irrigation systems. Agricultural Water Management, 43(1):51-74.
(Location: IWMI-HQ Call no: PER Record No: H025577)
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