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By E. M. Wilson PhD MSc FICE FASCE (auth.)

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HOLLAND, D. J. Rain intensity-frequency relationships in Britain. , London, 1967 9. YARNALL, D. L. Rainfall intensity-frequency data. S. , 1935 10. LINSLEY, R. K. and KOHLER, M. A. Variations in storm rainfall over small areas. Trans. Am, Geophys. Union, 32 (April 1951) 245 11. HOLLAND, D. J. The Cardington rainfall experiment. Meteorological Magazine, 96, No. I 140 (July 1967) 193-202 12. YOUNG, C. P. Estimated rainfall for drainage calculations. , London, 1973 13. Natural Environmental Research Council.

In 1948 Penman [1] presented a theory and formula for the estimation of evaporation from weather data. The theory is based on two requirements, which must be met if continuous evaporation is to occur. These are: (i) there must be a supply of energy to provide latent heat of vaporisation; (ii) there must be some mechanism for removing the vapour, once produced. The energy supply. During the hours of daylight there is a certain measurable amount of short-wave radiation arriving at the earth's surface.

General Assembly of Toronto, 1 (1957) 499-506 JENNINGS, A. H. World's greatest observed point rainfalls. , 78, (January 1950) 4 LANGBEIN, W. B. Hydrologic data networks and methods of extrapolating or extending available hydrologic data. Flood Control Series No. 15, United Nations, 1960 PARTHASARATHY, K. and GURBACHAN SINGH. Rainfall intensity-durationfrequencies for India, for local drainage design. Indian J. , 12 (1961) 231-42 PETERSON, K. R. A precipitable water nomogram. Bull. , 42 (1961) 199 So LOT , S.

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