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DR COLIN CLARK


Mountain Streams’, Journal of Hydrology, 96, pp53-57 (1987).


[34] Kjeldsen, T R, Stewart, E J, Folwell, S S, Packman, J C & Bayliss, A C, ‘Revitalisation of the FSR/FEH Rainfall Runoff Method’, DEFRA R&D Tech. Report. FD1913/TR, 133pp (2005).


[35] Lowing, M J & Law, F M, ‘Reconciling Flood Frequency Curves with the Probable Maximum Flood’, Proceedings, British Hydrological Society 5th National Hydrology Symposium, Edinburgh, Scotland (1995).


[36] Mackney, D, Hodgson, J M, Hollis, J M & Staines, S J, ‘Legend for the 1:250,000 Soil Map of England and Wales’, 21pp, Soil Survey England & Wales, Harpenden, UK (1983).


[37] Mason, P J, ‘Toddbrook: The Independent Government Review a Forensic Approach to Causality’, Dams & Reservoirs, 30, pp153-164 (2020).


[38] NERC, ‘Flood Studies Report’, 5 Volumes, Meteorological Office, London, UK (1975).


[39] Pether, R, ‘Design and Construction of Improvement Works at Bruton Flood Storage Reservoir, Somerset’, Dams & Reservoirs, 20, pp33-38 (2010).


[40] Rakhecha, P R & Clark, C, ‘Revised Estimates of One-Day Probable Maximum Precipitation (PMP) for India’, Meteorl. Appl., 6, pp343-350 (1999).


[41] Rezacova, D, Pesice, P & Sokol, Z, ‘An Estimation of the Probable Maximum Precipitation for River Basins in the Czech Republic’, Atmospheric Research, 77, pp407-421 (2005).


[42] Stewart, E J, Jones, D A, Svensson, C, Morris, D G, Dempsey, P, Dent, J E, Collier, C G & Anderson, C W, ‘Reservoir Safety - Long Return Period Rainfall’, DEFRA R&D Technical Report WS 194/2/39/TR (2013).


[43] Williams, G P, ‘Bank-full Discharge of Rivers’, Water Resources Research, 14, pp1141-1154 (1978).


44 DAM ENGINEERING


Vol XXXII Issue 1


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