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Australasian Journal of Water Resources Volume 10, 2006 - Issue 1
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technincal paper

Investigation of design rainfall temporal patterns in the Gold Coast region of Queensland

Ataur RahmanSchool of Engineering, University of Western Sydney, NSWView further author information
,
Mazharul IslamSchool of Engineering, University of Western Sydney, NSWView further author information
,
Khondker RahmanGold Coast City Council, QldView further author information
,
Sayed KhanGold Coast City Council, QldView further author information
&
Surendra ShresthaSchool of Engineering, University of Western Sydney, NSWView further author information
Pages 49-61 | Received 07 Jul 2005, Accepted 25 Jan 2006, Published online: 11 Nov 2015

References

  • Australian Water Engineering (AWE). Review of Gold Coast Rainfall Data, Volume 3, Temporal Patterns, Australian Water Engineering Pty Ltd., Australia, 2000.
  • Engineers Australia (IEAUST). Australian Rainfall and Runoff – A Guide to Flood Estimation, Volumes 1 and 2. IEAUST, Canberra, Australia, 1987.
  • Green, J, Walland, D, Nandakumar, N, Nathan, R. Temporal Patterns for the Derivation of PMPDF and PMF Estimates in the GTSM Region of Australia. Proc. Hydrology and Water Resources Symposium, Wollongong, 2003.
  • Kennedy, MR, Turner, LH, Canterford, RP and Pearce, HJ. Temporal distributions within rainfall bursts. Australian Bureau of Meteorology Report Series, Report Number 1. Australian Bureau of Meteorology, Melbourne, 1991.
  • Kuczera, G, Lambert, M, Heneker, T, Jennings, S, Frost, A and Coombes, P. Joint Probability and Design Storms at the Crossroads. Keynote paper. 28th International Hydrology and Water Resources Symposium, 11 – 13 Nov, Wollongong, Australia, 2003.
  • Nathan, RJ and Weinmann, PE. An improved framework for the characterisation of extreme floods and for the assessment of dam safety. In Proc. British Hydrological Society Intl. Confer., Imperial College London, 1, 186–193, 2004.
  • Nathan, RJ. The Derivation of Design Temporal Patterns for use with the Generalised Estimates of Probable Maximum Precipitation. Civ. Eng. Trans., IEAust., Vol. CE34, No. 2, 139–150, 1992
  • Pilgrim, DH and Cordery, I. Rainfall temporal patterns for design floods. Proc. Amer. Soc. of Civil Engrs., Journal of the Hydraulics Division, Vol 100, 81–95, 1975.
  • Pilgrim, DH, Cordery, I and French, R. Temporal patterns of design rainfall for Sydney, Institution of Engineers, Australia, Civil Eng. Trans., Vol CE11, 9–14, 1969.
  • Rahman, A, Weinmann, PE, Hoang, TMT and Laurenson, EM. Monte Carlo Simulation of flood frequency curves from rainfall. Journal of Hydrology, 256 (3–4), 196–210, 2002a.
  • Rahman, A, Weinmann, PE and Mein, RG. The use of probability-distributed initial losses in design flood estimation. Australian Journal of Water Resources. 6(1), 17–30, 2002b.
  • Weinmann, PE, Rahman, A, Hoang, TMT, Laurenson, EM and Nathan, RJ. Monte Carlo simulation of flood frequency curves from rainfall – the way ahead, Australian Journal of Water Resources, 6(1), 71–80, 2002.

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