Your search found 689 records
(Location: IWMI-HQ Call no: 631.7.1 G584 HAM Record No: H058)
2 Karim, Z.; Nelson, L. J.; Idris, M.; Baxter, J. C.; Khan, C. M. A.; Oad, R. N.; Podmore, T. H.; Hossain, M. I.; Haider, M. I.; Karim, K. B.; Laitos, W. R. 1983. Diagnostic analysis of five deep tubewell irrigation systems in Joydebpur, Bangladesh. Fort Collins, CO, USA: University Services Centre. Colorado State University. xiii, 209p. (Water management synthesis report no.15)
(Location: IWMI-HQ Call no: 631.7.6.3 G584 KAR Record No: H064)
(Location: IWMI-HQ Call no: 631.7.6.3 G658 WOR Record No: H0128)
Report and Supplementary data volume
4 Pant, N.; Rai, R. P. 1984. Group tubewell: An organizational alternative to very small farmers irrigation in East Gangetic Plains. Lucknow, India: Giri Institute of Development Studies. [10], 95p.
(Location: IWMI-HQ Call no: 631.7.6.2 G635 PAN Record No: H0132)
5 Indian Water Resources Society. 1982. Workshop on Water Distribution Practices, July 2-3 1982: Proceedings. Roorkee, India: India Water Resources Society. 118p.
(Location: IWMI-HQ Call no: 631.7.6.3 G635 IND Record No: H0136)
6 Saksena, R. S. 1982. Distribution and regulation of water for irrigation in India. In Indian Water Resources Society, Workshop on Water Distribution Practices, July 2-3, 1982: Proceedings (pp. 103-111). Roorkee, India: Indian Water Resources Society.
(Location: IWMI-HQ Call no: 631.7.6.3 G635 IND Record No: H0168)
(Location: IWMI-HQ Call no: 631.7.6.3 G662 IND Record No: H0223)
8 Dhawan, B. D. 1984. Development of tubewell irrigation in India. New Delhi, India: Agricole Publishing Academy. xviii, 208 p. (Studies in economic development and planning no. 26)
(Location: IWMI-HQ Call no: 631.7.6.3 G635 DHA Record No: H0242)
(Location: IWMI-HQ Call no: 631.7.6.3 G662 IND Record No: H0225)
10 Spare, D. 1982. The rower pump: A summary of its development 1978-1982. Dhaka, Bangladesh: Mennonite Central Committee. iii, 27 p.
(Location: IWMI-HQ Call no: 631.7.1 G584 SPA Record No: H0428)
11 Bhuiyan, S. I. Groundwater use for irrigation in Bangladesh: The prospects and some emerging issues. 39p.
(Location: IWMI-HQ Call no: 631.7.6.3 G584 BHU Record No: H0433)
(Location: IWMI-HQ Call no: 631.7.6.2 G730 PAK Record No: H0303)
13 Replogle, J. A. 1985. Measuring devices for irrigation systems in Bangladesh. Dhaka, Bangladesh: 50p. (Bangladesh agricultural research project phase - II WM-28-85)
(Location: IWMI-HQ Call no: 631.7.1 G584 REP Record No: H0292)
14 Sahni, B. M. 1985. Evaluation of water well technology in Bangladesh: A consultancy report. Dhaka, Bangladesh: BARC. vii, 76 p. (Bangladesh agricultural research project Phase - II WM-31-85)
(Location: IWMI-HQ Call no: 631.7.1 G584 SAH Record No: H0291)
(Location: IWMI-HQ Call no: 631.7.6.2 G662 IND Record No: H0285)
16 Hurst, C.; Rogers, P. 1984. The bullock powered tubewell: An economic analysis. Developing India, 1(1):19-33.
(Location: IWMI-HQ Call no: P 1312 Record No: H0531)
17 Trout, T. 1978. The use of small tubewells to supplement irrigation supplies in the East Punjab. Paper presented at the Wheat Research and Production Seminar, Islamabad. 4p.
(Location: IWMI-HQ Call no: P 658 Record No: H0556)
18 Trout, T.; Kemper, W. D.; Aust, R. 1980. Development and design of watercourse junction jet pumps. Fort Collins, CO, USA: Colorado State University. xv, 113p. (Water management technical report no.64)
(Location: IWMI-HQ Call no: 631.7.1 G730 TRO Record No: H0343)
Many farmers in Pakistan experience difficulties due to insufficient head or elevation of the water in their irrigation system. This problem is especially acute on public tubewell supplemented watercourses. A low head jet pump device which utilizes the excess energy of tubewell water to raise the elevation of surface canal water was developed to help solve this problem. Both laboratory and field studies are described which show that these watercourse junction jet pumps can solve the problem, even though their efficiencies range from only 14 and 18%, and can be built inexpensively. Their primary use will be to: (a) allow canal turnouts, which are often submerged when the tubewell is turned on, to flow freely; or (b) irrigate, or more efficiently irrigate, the higher elevation croplands. Both graphical and analytical procedures are described for the design of jet junctions.
19 Mirza, A. H.; Freeman, D. M.; Eckert, J. B. 1975. Village organizational factors affecting water management decision-making among Punjab farmers. Fort Collins, CO, USA: Colorado State University. iv, 62p. (Water management technical report no.35)
(Location: IWMI-HQ Call no: 631.7.3 G730 MIR Record No: H0334)
20 ICID. 1978. Drainage construction techniques for vertical/tubewell drainage. New Delhi, India: ICID. vii, 46 p.
(Location: IWMI-HQ Call no: 631.7.1 G000 ICI Record No: H0518)
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