Design Flood Estimation in Ungauged Catchments: A Comparison Between the Probabilistic Rational Method and Quantile Regression Technique for NSW

Author:

Rahman A1,Haddad K1,Zaman M1,Kuczera G2,Weinmann P E3

Affiliation:

1. School of Engineering, University of Western Sydney, NSW

2. School of Engineering, The University of Newcastle, NSW

3. Department of Civil Engineering, Monash University, Victoria

Publisher

Informa UK Limited

Subject

Water Science and Technology

Reference17 articles.

1. Adams, C. A. 1984, “Regional flood estimation for ungauged rural catchments in Victoria”, MEngSc Thesis, The University of Melbourne.

2. Benson, M. A. 1962, “Evolution of methods for evaluating the occurrence of floods”, US Geol. Surv. Water Supply Paper, 1580-A, 30 pp.

3. French, R. 2002, “Flaws in the rational method”, 27th National Hydrology and Water Resources Symp., Melbourne, 20-23 May.

4. Hackelbusch, A., Micevski, T. Kuczera, G., Rahman, A. & Haddad, K. 2009, “Regional flood frequency analysis for eastern New South Wales: A region of influence approach using generalised least squares log-Pearson 3 parameter regression”, 32 nd Hydrology and Water Resources Symp., Newcastle, 30 November to 3 December, pp. 603–615.

5. Haddad, K., Rahman, A. & Weinmann, P. E. 2006, “Design flood estimation in ungauged catchments by quantile regression technique: Ordinary least squares and generalised least squares compared”, 30 th Hydrology and Water Resources Symp., Launceston, 4-7 Dec.

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