Rational Monte Carlo method for flood frequency analysis in urban catchments

Brodie, Ian M. (2013) Rational Monte Carlo method for flood frequency analysis in urban catchments. Journal of Hydrology, 486. pp. 306-314. ISSN 0022-1694

Abstract

The January 2011 flash flood at Toowoomba, Australia was substantially larger than other high ranking observed floods. Flood frequency analysis (FFA) is often performed with limited hydrological data so the occurrence of an exceptional flood provides valuable data. Peak 1.h rainfall intensities during the storm varied from <10 to >1000. year ARI across the catchment. Average recurrence interval (ARI) estimates of the resulting streamflow peak discharge were 220. year ARI for a General Extreme Value distribution fitted to the Annual Series and 450. year ARI based on a log-Pearson 3 distribution. An independent method referred to as the Rational Monte Carlo method (RMC) was developed in order to provide an independent check of the ARI estimate. The RMC method is a simple derived distribution approach where the Rational equation links observed rainfall intensity at a reference pluviograph to the peak flood discharge. The RMC 2011 flood ARI estimate was 475-515. years, comparable with the log-Pearson 3 method. Although the proposed method has limitations, the RMC approach shows promise as an alternative and independent FFA method for urban catchments. For all methods, the ARI estimates were sensitive to whether the January 2011 peak discharge was included in the analysis. Overall, the study highlights the inherent difficulty in extrapolating ARI estimates beyond the range of the available historical record.


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Item Type: Article (Commonwealth Reporting Category C)
Refereed: Yes
Item Status: Live Archive
Additional Information: Permanent restricted access to Published version due to publisher copyright policy.
Faculty / Department / School: Historic - Faculty of Engineering and Surveying - No Department
Date Deposited: 15 May 2013 01:25
Last Modified: 01 May 2015 01:57
Uncontrolled Keywords: design discharges; flood frequency analysis; Monte Carlo analysis; rational method; urban hydrology
Fields of Research : 04 Earth Sciences > 0406 Physical Geography and Environmental Geoscience > 040608 Surfacewater Hydrology
04 Earth Sciences > 0406 Physical Geography and Environmental Geoscience > 040604 Natural Hazards
09 Engineering > 0905 Civil Engineering > 090509 Water Resources Engineering
Socio-Economic Objective: D Environment > 96 Environment > 9602 Atmosphere and Weather > 960203 Weather
Identification Number or DOI: 10.1016/j.jhydrol.2013.01.039
URI: http://eprints.usq.edu.au/id/eprint/23490

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