Evaluation of methods used for estimating probable maximum flood in northern countries

Citation
I. Debs et al., Evaluation of methods used for estimating probable maximum flood in northern countries, CAN J CIV E, 26(3), 1999, pp. 355-367
Citations number
30
Categorie Soggetti
Civil Engineering
Journal title
CANADIAN JOURNAL OF CIVIL ENGINEERING
ISSN journal
03151468 → ACNP
Volume
26
Issue
3
Year of publication
1999
Pages
355 - 367
Database
ISI
SICI code
0315-1468(199906)26:3<355:EOMUFE>2.0.ZU;2-2
Abstract
Among all existing methods for estimating extreme floods, the probable maxi mum flood method is the safest, since it is a flood with a probability of e xcedance that is theoretically zero. In the early 1970s, this flood was cal culated as the combination of the probable maximum precipitation (PMP) and the probable maximum snow accumulation (PMSA). In the 1990s, this combinati on has been considered to be highly improbable. Experts advise against comb ining two maximized events and, instead, recommend combining one maximized event with a relatively typical extreme event. This article presents a sens itivity analysis on the return period to be used for the typical extreme ev ent to be combined with the maximized event to obtain a "more realistic" PM F To achieve this, all the steps of a PMF study were reviewed and applied t o the Sainte-Marguerite watershed, i.e., calibration and (or) validation of SSARR model, estimation of the PMP, the PMSA, and the temperature sequence . Different flood scenarios have been simulated including accumulated snowf all corresponding to return periods of 50, 100, and 500 years,followed by P MP and PMSA, followed by precipitation corresponding to return periods of 5 0, 100, and 500 years. It has been noticed that the use of a return period of 50, 100, or 500 years, to represent the unmaximized extreme event, has l ittle effect on the hydrologic response of the basin. Based on the results of this work the use of a return period of 100 years is recommended.