Design rainfall modelling in the thames catchment;Modélisation de pluies de projet dans le bassin de la Tamise

Hydrological Sciences Journal

Volumn 41, Issue 5, 1996, Pages 715-733

  Onof, Christian ^a   Faulkner, Duncan ^a,b   Wheater, Howard S ^a  

^a IMPERIAL COLLEGE LONDON   (United Kingdom)

^b CENTRE FOR ECOLOGY AND HYDROLOGY   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

COMPUTER SIMULATION; FLOODS; MATHEMATICAL MODELS; RAIN; RANDOM PROCESSES; STATISTICS;

FLOOD GENERATION;

STORMS;

DESIGN FLOOD; RAINFALL MODEL; STORM SIMULATION;

UK, ENGLAND, THAMES RIVER;

EID: 0030265466     PISSN: 02626667     EISSN: 21503435     Source Type: Journal    
DOI: 10.1080/02626669609491541     Document Type: Article

References (17)

1. Arnell, V., 1978. “ Analysis of rainfall data for use in the design of storm sewer systems. ”. In Urban Storm Drainage, (Proc. Int. Conf., Southampton, UK) 72–86. UK:Pentech Press.
2. Beran, M., 1987. Review of Ex-GLC rainfall-runoff method. Wallingford, UK:Institute of Hydrology.
3. Bernier, J., 1967. Sur la théorie du renouvellement et son application en hydrologie. Electricité de France, HYD67:10
4. Butters, K., and Vairavamoorthy, A., 1977. “ Hydrological studies on some river catchments in Greater London. ”. In Proc. Instn Civil Engrs(2), 63 331–361.
5. Gumbel, E. J., 1941. The return period of flood flows. Annals Math. Stat., XII:163–190.
6. James. 1965. Using a digital computer to estimate effects of urban development on flood peaks. Wat. Resour. Res., 1:223–234.
7. Marsalek, J., 1978. “ Synthesized and historical storms for urban drainage design. ”. In Urban Storm Drainage, (Proc. Int. Conf., Southampton, UK) 87–99. UK:Pentech Press.
8. Moore, R. J., Hotchkiss, D. S., and Black, K. B., 1993. Rainfall patterns over London. Report to NRA Thames Region Wallingford, UK:Institute of Hydrology.
9. Moran, P. A. P., 1957. The statistical treatment of flood flows. Trans. AGU, 38:519–523.
10. National Rivers Authority. 1993. Hydrological Report of the Nuffield Brook to the confluence with the Redhill Brook. NRA (Thames Region), UK:Flood Hydrology.
11. Natural Environment Research Council. 1975. Flood Studies Report Vol. 5, NERC, London, UK
12. Onof, C., and Wheater, H. S., 1993. Modelling of British rainfall using a random parameter Bartlett-Lewis rectangular pulse model. J. Hydrol., 149:67–95.
13. Pilgrim, D. H., and Cordery, I., 1975. Rainfall temporal patents for design floods. J. Hydraul. Div. ASCE, 101:81–95.
14. Rodriguez-Iturbe, I., Gupta, V. K., and Waymire, E., 1984. Scale considerations in the modelling of temporal rainfall. Wat. Resour. Res., 20:1611–1619.
15. Rodriguez-Iturbe, I., Cox, D. R., and Isham, V., 1987. Some models for rainfall based on stochastic point processes. Proc. R. Soc. London, A410:269–288.
16. Vairavamoorthy, A., Rylands, W. D., and Mills, D. N., (1990. “ FRQSIM—a flood hydrology model. ”. In Int. Conf. on River Flood Hydraulics, Wallingford, UK, Sept. 1990 Edited by:White, W. R., 41–51. Chichester, UK:Wiley.
17. Wheater, H. S., Jakeman, A. J., and Beven, K. J., 1993. “ Progress and directions in rainfall-runoff modelling. ”. In Modelling Change in Environmental Systems Edited by:Jakeman, Beck McAleer. 101–132. Chichester, UK:Wiley.