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Australasian Journal of Water Resources Volume 5, 2002 - Issue 2
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technical paper

Estimating Peak Runoff for Risk-Based Assessment in Small Catchments

Graham A JenkinsView further author information
,
Ashantha GoonetillekeView further author information
&
Robin G BlackView further author information
Pages 177-193 | Received 26 Jul 2000, Accepted 13 Aug 2001, Published online: 11 Nov 2015

References

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  • Boyd MJ, Cordery I. A study of design parameters for flood hydrograph models. IEAust, Hydrology and Water Resources Symposium, Christchurch. National Conference Publication 1989; 19: 119–123.
  • IE Aust. Australian rainfall and runoff, a guide to flood estimation. IE Aust, Canberra,1987.
  • Keifer CL, Chu HH. Synthetic storm pattern for drainage design. J Hydraulics Division, ASCE, 1957; HY4:1332-1–25.
  • McDermott GE, Pilgrim DH. Design flood estimation for small catchments in New South Wales. Australian Water Resources Council Technical Paper No. 73.1982.
  • Marsalek J. Temporal distribution of design storm rainfall. Water Science & Technology, 1984; 16: 167–75.
  • Marsalek J, Watt WE. Design storms for urban drainage design. Canadian J Civil Engineering, 1984; 11(3): 574–84.
  • Pilgrim DH, Cordery I. Rainfall temporal patterns for design floods. J Hydraulics Division, ASCE, 1975;101(HY1):91–95.
  • Weeks W. Design floods for small rural catchments in Queensland.Australian Civil Engineering Transactions, IEAust, 1991;CE33(4): 249–261.

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