Your search found 573 records
1 de Vera, M. R. 1975. Estimation of dry season streamflow from rainfall for selected diversion irrigation systems. In International Rice Research Institute, Water management in Philippine irrigation systems: Research and operations (pp. 113-126). Los Banos, Laguna, Philippines: International Rice Research Institute.
(Location: IWMI-HQ Call no: 631.7.6 G732 INT Record No: H013)
Two multiple regression models are used to relate antecedent rainfall to dry seasons flow of 14 rivers serving diversion irrigation systems in the Philippines. The first model expresses streamflow as a function of the bimonthly rainfall totals in centimeters from the preceding 8 months, and the second model relies on the two bimonthly totals most highly correlated to flow and the number of rainy days with 25 mm or more rainfall from the preceding 6 month period. The models have little difference in their predictive accuracy. Although the standard error estimate is relatively high, equations for half of the rivers studied could explain more than 60 percent of the variation in streamflow, and for some rivers over 80 percent in the second model.
2 Beck, M. B.; Finney, B. A. 1987. Operational water quality management: Problem context and evaluation of a model for river quality. Water Resources Research, 23(11):2030-2042.
(Location: IWMI-HQ Call no: PER Record No: H02828)
3 Nwaogazie, L. 1987. Comparative analysis of some explicit-implicit stream flow models. Advances in Water Resources, 10(2):69-77.
(Location: IWMI-HQ Call no: PER Record No: H02898)
4 McMahon, T. A.; Arenas, A. D. (Ed.) 1982. Methods of computation of low streamflow. Paris, France: UNESCO. 95p. (UNESCO studies and reports in hydrology 36)
(Location: IWMI-HQ Call no: 551.48 G000 MOH Record No: H04264)
5 Wallace, R. B.; Pawloski, J. J. 1988. Assessing impacts of irrigation on stream flow. Journal of Irrigation and Drainage Engineering, 114(2):211-255.
(Location: IWMI-HQ Call no: PER Record No: H04392)
6 Vogel, R. M.; Stedinger, J. R. 1988. The value of stochastic streamflow models in overyear reservoir design application. Water Resources Research, 24(9):1483-1490.
(Location: IWMI-HQ Call no: PER Record No: H04615)
7 Johnson, N. S.; Adams, R. M. 1988. Benefits of increased streamflow: The case of the John Day river steelhead fishery. Water Resources Research, 24(11):1839-1846.
(Location: IWMI-HQ Call no: PER Record No: H05204)
8 Madsen, H. 1988. Irrigation, groundwater abstraction and stream flow depletion. Agricultural Water Management, 14(1-4):345-354.
(Location: IWMI-HQ Call no: PER Record No: H05245)
9 Gosain, A. K.; Kapoor, P. N. 1988. Watershed modelling for yield assessment. Paper presented at Workshop on the Role of Small Watershed Hydrology in Rainfed Agriculture, ICRISAT, Hyderabad, India, November 1988. 10p. + 5 tables, 6 figures.
(Location: IWMI-HQ Call no: P 143 Record No: H05877)
Assessment of water yield in a basin is basic to the design and operation of an irrigation project. Very often the streamflow data series are not available for making such an assessment. Under such circumstances stream flow records can be generated by transforming the rainfall records, which are usually available into runoff using some appropriate models. The models employed for such purpose vary from empirical models to conceptual water balance models. A comparison between the performance of an empirical model and a water balance model is attempted in the present paper.
10 Georgakakos, K. P.; Smith, G. F. 1990. On improved hydrologic forecasting - Results from a WMO real-time forecasting experiment. Journal of Hydrology, 114(1-2):17-45.
(Location: IWMI-HQ Call no: PER Record No: H06265)
(Location: IWMI-HQ Call no: PER Record No: H06521)
(Location: IWMI-HQ Call no: PER Record No: H06522)
13 Bultot, F.; Dupriez, G. L.; Gellens, D. 1990. Simulation of land use changes and impacts on the water balance- A case study for Belgium. Journal of Hydrology, 114(3-4):327-348.
(Location: IWMI-HQ Call no: PER Record No: H06530)
(Location: IWMI-HQ Call no: PER Record No: H07581)
(Location: IWMI-HQ Call no: PER Record No: H07583)
(Location: IWMI-HQ Call no: PER Record No: H07582)
(Location: IWMI-HQ Call no: PER Record No: H09262)
18 Seckler, D. PVC pipes for drinking water, irrigation, and power generation from perennial streams in the hills. Unknown. 10p.
(Location: IWMI-HQ Call no: P 3069 Record No: H09698)
19 Otero, F. 1991. Infiltration function from furrow stream advance. Journal of Irrigation and Drainage Engineering, 117(6):974-975.
(Location: IWMI-HQ Call no: PER Record No: H09878)
20 Ahmed, S. E. 1992. Prediction of natural channel hydraulic roughness. Journal of Irrigation and Drainage Engineering, 118(4):632-639.
(Location: IWMI-HQ Call no: PER Record No: H010808)
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