Your search found 132 records
1 Ali, I. 1987. Wastewater criteria for irrigation in arid regions. Journal of Irrigation and Drainage Engineering, 113(2):173-183.
(Location: IWMI-HQ Call no: PER Record No: H02697)
2 Arar, A. 1986. Short report on cost of irrigation water and irrigation water charges in some Arab countries. In FAO. Land and Water Development Division; USAID. Water Management Synthesis II ProjectTechnical papers from the Expert Consultation on Irrigation Water Charges, Volume II, Rome, 22-26 September 1986. Rome, Italy: FAO. pp.172-183.
(Location: IWMI-HQ Call no: 631.7.4 G000 FAO Record No: H03828)
3 Al-Bowrthan, A. A. 1987. Water management schemes in Al-Hassa Irrigation and Drainage Authority. Paper submitted to the sixth Asio-African Conference, Cairo, 9-15 March 1987. 31p.
(Location: IWMI-HQ Call no: P 175 Record No: H04075)
4 Al-Dhuwilla, K. A. Agricultural irrigation in Riyadh by using treated sewage water. Unpublished report. 18p.
(Location: IWMI-HQ Call no: P 904 Record No: H04209)
(Location: IWMI-HQ Call no: PER Record No: H04550)
(Location: IWMI-HQ Call no: PER Record No: H05643)
7 Helweg, O. J. 1989. Evaluating the traveling trickler center pivot. ICID Bulletin, 38(1):13-20.
(Location: IWMI-HQ Call no: PER Record No: H05756)
There have been a number of proposals to improve the centre pivot irrigation system. Most of them sought to decrease their energy requirements by lowering system pressure. Recently, however, there has been an interest in improving irrigation efficiency. In arid regions such as Saudi Arabia in which center pivot system experience greater amounts of evaporation than other climates, improving irrigation efficiency is extremely important. The two most recent suggested modifications employ low pressure drop pipes and dragging perforated pipes along rows to decrease the instantaneous applications rates: however, these and all previous low pressure or drop systems are proposed only for row crops. The travelling trickler system that is specifically designed for grain crops shows promise of being more efficient than any centre pivot modifications yet proposed. The prototype system consists of a number of micro tubes (emitters) spaced twice the grain row distance that are hydraulically designed to apply a uniform amount of water directly to the soil. The travelling trickler system applied almost 40% less water than a standard center pivot, operating at one-fourth of the pressure.
(Location: IWMI-HQ Call no: PER Record No: H05959)
9 Beaumont, P.; McLachlan, K. (Eds.) 1985. Agricultural development in the Middle East. Chichester, UK: John Wiley & Sons. xii, 349p.
(Location: IWMI-HQ Call no: 631 G630 BEA Record No: H06782)
10 Husain, T.; Khan, H. U.; Khan, S. M. 1991. Dynamic-node numbering concept in channel network model. Journal of Irrigation and Drainage Engineering, 117(1):48-63.
(Location: IWMI-HQ Call no: PER Record No: H07592)
11 Al-Ibrahim, A. A. 1990. Excessive use of groundwater resources in Saudi Arabia: Impacts and policy options. Ambio, 20(1):34-37.
(Location: IWMI-HQ Call no: PER Record No: H08112)
12 Sen, Z.; Al-Somayien, M. S. 1991. Some simple management criteria for confined saq aquifer in Tabuk Region, Saudi Arabia. Water Resources Management, 5(2):161-179.
(Location: IWMI-HQ Call no: PER Record No: H09494)
13 Abderrahman, W. A.; Basher, A. 1991. Reuse of wastewater effluent for irrigation in severely arid regions: Alternative schemes - A case study. International Journal of Water Resources Development, 7(4)235-246.
(Location: IWMI-HQ Call no: PER Record No: H09731)
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(Location: IWMI-HQ Call no: PER Record No: H09868)
15 Sorman, A. U.; Abdulrazzak, M. J. 1993. Flood hydrograph estimation for ungaged wadis in Saudi Arabia. Journal of Water Resources Planning and Management, 119(1):45-63.
(Location: IWMI-HQ Call no: PER Record No: H011841)
16 Gates, T. G.; Alshaikh, A. A. 1993. Stochastic design of hydraulic structures in irrigation canal networks. Journal of Irrigation and Drainage Engineering, 119(2):346-363.
(Location: IWMI-HQ Call no: PER Record No: H012407)
17 Dabbagh, A. E.; Abderrahman, W. A. 1992. Technology transfer and development for the management of water resources in Saudi Arabia: A case study. Water International, 17(4):193-200.
(Location: IWMI-HQ Call no: PER Record No: H012369)
18 Jabbra, J. G.; Dwivedi, O. P. (Eds.) 1989. Public service accountability: A comparative perspective. Connecticut, CT, USA: Kumarian Press. xiii, 273p.
(Location: IWMI-HQ Call no: 351 G000 JAB Record No: H05724)
19 Abo-Ghobar, H. M. 1993. Influence of irrigation water quality on soil infiltration. Irrigation Science, 14(1):15-19.
(Location: IWMI-HQ Call no: PER Record No: H013418)
20 Berkoff, J. 1994. A strategy for managing water in the Middle East and North Africa. Washington, DC, USA: World Bank. xix, 72p. (Directions in development)
(Location: IWMI-HQ Call no: 333.91 GG30 BER Record No: H013665)
Report by staff of the Water Resource Management Unit of the ECA/MENA Technical Department, World Bank, in cooperation with operational staff of the MENA region
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