Your search found 41 records
1 Shen, L. 1986. The planning and design of water-turbine pump engineering with its multipurpose utilization. In Proceedings of the FAO/UNDP/China Workshop on Water Lifting Devices, Hangzhou, China, 21 April - 3 May 1986 (pp. 56-74). Bangkok, Thailand: FAO. RAPA.
(Location: IWMI-HQ Call no: 631.7.1.1 G000 FAO Record No: H02282)
2 Fernando, A. D. N. 1982. The ancient hydraulic civilization of Sri Lanka in relation to its natural resources. Canada: Crippen International. ii, 48 p.
(Location: IWMI-HQ Call no: 631.7 G744 FER Record No: H002746)
http://www.royalasiaticsociety.lk/journals/1982/N.S.27/The-Ancient-Hydraulic-Civilization-of-Sri-Lanka-in-Relations-to-its-Natural-Resources.pdf
https://vlibrary.iwmi.org/pdf/H002746.pdf
https://vlibrary.iwmi.org/pdf/H002746.pdf
(7.11 MB) (6.9 MB)
Lecture presented to the Royal Asiatic Society (Sri Lanka Branch), at the University of Colombo, Sri Lanka, 26 February 1982 Special number of the Royal Asiatic Society (Sri Lanka Branch)
3 Kraatz, D. B.; Mahajan, I. K. 1975. Small hydraulic structures. Rome, Italy: FAO. xv, 407p. (FAO irrigation and drainage paper no.26/1)
(Location: IWMI-HQ Call no: 631.7.1 G000 KRA Record No: H02706)
4 Yixing, B.; Yeou-Koung, T.; Hasfurther, V. R. 1987. Evaluation of uncertainty in flood magnitude estimator on annual expected damage costs of hydraulic structures. Water Resources Research, 23(11):2023-2029.
Flood control ; Costs ; Irrigation design ; Estimation ; Hydraulic structures ; Uncertainty ; Probability analysis ; Models
(Location: IWMI-HQ Call no: PER Record No: H02827)
(0.00 MB)
In the risk based design for hydraulic structures, the major task is the evaluation of the annual expected damage costs caused by floods. Due to the use of a limited amount of data in flood frequency analysis, the computed flood magnitude of a specified return period is subject to uncertainty. A methodology to integrate such uncertainty in the evaluation of annual expected flood damage is developed and illustrated through an example in culvert design. The effect of uncertainty in estimating flood magnitude using different hydrologic probability models with different sample sizes on the annual expected damage cost is examined. Results of the study show that the effect of the uncertainty in a flood magnitude estimate on annual expected damage is quite significant and is sensitive to the sample sizes and the probability distribution models used.
5 Cunningham, A. B.; Anderson, C. J.; Bouwer, H. 1985. Effects of streambed processes on interaction between surface and groundwater. In Keyes, C. G. Jr., Ward, T. J., Development and management aspects of irrigation and drainage systems: Proceedings of the speciality conference, San Antonio, Texas. New York, NY, USA: ASCE. pp.54-66.
(Location: IWMI-HQ Call no: 631.7.8 G000 KEY Record No: H02836)
6 People's Republic of China. Ministry of Water Resources and Electric Power, Yangtze Valley Planning Office. 1987. The Three Gorges Project - A key for harnessing and developing the Yangtze River. Wuhun, China: Yangtze Valley Planning Office. 20p.
(Location: IWMI-HQ Call no: 631.7 G592 PEO Record No: H03325)
7 Munz, D. H. 1987. Classification of irrigation water conveyance system components. Journal of Irrigation and Drainage Engineering, 113(4):479-496.
(Location: IWMI-HQ Call no: PER Record No: H03677)
8 Feurnsidi, P. M. 1988. China's Three Gorges Dam: Fatal project or step toward modernization? World Development, 16(5):615-630.
Hydraulic structures ; Environmental effects ; Constraints ; Investment ; Dam construction ; Settlement ; Agricultural production ; Flood control / China
(Location: IWMI-HQ Call no: PER Record No: H03706)
9 1988. Silt studies seek to stabilize Kotri. World Water, June:27.
(Location: IWMI-HQ Call no: PER Record No: H03707)
10 Yuan, J. 1988. Eight dams disarm Huang He. World Water, January/February:25-26.
(Location: IWMI-HQ Call no: PER Record No: H03037)
11 Krattz, D. B.; Mahajan, I. K. 1975. Small hydraulic structures. Rome, Italy: FAO. xv, 292p. (FAO irrigation and drainage paper no.26/2)
(Location: IWMI-HQ Call no: 631.7.1 G000 KRA Record No: H03809)
12 Gunawardena, R. A. L. H. 1984. Intersocietal transfer of hydraulic technology in precolonial South Asia: Some reflections based on a preliminary investigation. Southeast Asian Studies, 22(2):115-142.
(Location: IWMI-HQ Call no: P 1165 Record No: H03881)
13 Sri Lanka. Water Management Secretariat; ACRES International Ltd. 1985. Mahaweli Water Resources Management Project: Studies of operating policy options - Appendix I: Policy studies briefing document. Niagara Falls, Ontario, Canada: ACRES International Ltd. 88p.
Electricity supplies ; Irrigation requirements ; Calibrations ; Policy ; Tanks ; Irrigation operation ; Hydraulic structures ; Computer techniques ; Simulation models ; Economic aspects ; Benefits ; Energy ; Water demand ; Water use efficiency / Sri Lanka / Mahaweli Project / Kaudulla Irrigation Project / Kalankuttiya
(Location: IWMI-HQ Call no: 631.7.8 G744 SRI Record No: H04386)
Main report and five appendices. Appendix I- Policy studies briefing document; II- Irrigation water requirements; III- Basic data; IV- Not available; V- Economic aspects of water use
14 Sri Lanka. Water Management Secretariat; ACRES International Ltd. 1987. Mahaweli Water Resources Management Project: Flood management review. Niagara Falls, Ontario, Canada: ACRES International Ltd. v.p.
(Location: IWMI-HQ Call no: 631.7.1 G744 SRI Record No: H04383)
15 Kheir, O. M. 1984. Water distribution in irrigated agriculture in the Sudan productivity and equity: Consequences of intensification on management of irrigation in the Gezira & structural problems. In Fadl, O. A.; Bailey, C. R., Water Distribution in Irrigated Agriculture in the Sudan: Productivity and equity - Conference papers. Wad Medani Sudan: University of Gezira. pp.122-125.
Water distribution ; Irrigated farming ; Productivity ; Equity ; Irrigation design ; Hydraulic structures ; Irrigation canals ; Dams ; Reservoir storage / Sudan / Gezira
(Location: IWMI-HQ Call no: 631.7.8 G146 FAD Record No: H04660)
16 Jones, G. N.; Rizwani, A. R.; Malik, M. B.; Schmidt, R. F. 1974. Information sources for water management for agricultural production in Pakistan: With special reference to institutional and human factors. Vol. II. Fort Collins, CO, USA: Colorado State University. iv, 251p. (Water management technical report no.31)
Water management ; Agricultural production ; Institutions ; Human resources ; Bibliographies ; Surface water ; Land use ; Water use ; Irrigated farming ; History ; Water resources ; Groundwater ; Hydraulic structures ; Soil conservation ; Water conservation / Pakistan
(Location: IWMI-HQ Call no: 631.7 G730 JON Record No: H04945)
17 Fernando, A. D. N. 1987; 1988. Peninsular Jaffna from ancient to medieval times: Its significant historical and settlement aspects. Journal of the Royal Asiatic Society, Sri Lanka Branch, 32:63-86.
(Location: IWMI-HQ Call no: P 1358 Record No: H04412)
18 Gosain, A. K.; Chander, S. 1985. Simulation of an unobserved unprecedented flood. Proceedings of the International ASME Conference on Modelling and Simulation, Gorakpur, India, 27-30 December 1985. 4:37-54.
(Location: IWMI-HQ Call no: P 60 Record No: H05885)
19 Korom, S. F. 1990. Design of hydraulic jump chambers. Journal of Irrigation and Drainage Engineering, 116(2):143-153.
(Location: IWMI-HQ Call no: PER Record No: H06263)
20 Merkley, G. P.; Walker, W. R.; Cichuki, F. N. 1990. Transient hydraulic modeling for improved canal system operation. Agricultural Water Management, 18(3):181-194.
(Location: IWMI-HQ Call no: PER Record No: H06990)
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