Grant: Discovery Grants Program - Individual
Université de Moncton
$22,000.00
Extreme value modelling applied in hydrology
FY 2011-12
Summary
In designing flood-control structures, or in estimating flood damage, decisions are often made on the basis of a short sample of river flow measurements. A statistical frequency distribution is chosen to fit the measurements, and the fitted distribution is then used to estimate future floods. Many methods exist to fit distributions to data. Some of the distributions have a finite upper bound that is a function of the distribution parameters (shape, scale, etc.). Some distribution fitting methods may produce an estimate of this upper bound that is inconsistent with the observed data. This occurs when one or more sample observations exceed the upper bound of the estimated distribution. This makes the estimated upper bound unrealistic. We will investigate this inconsistency of some estimation methods with the observed data and examine its engineering risk consequences. We hope to establish improved guidelines for choosing between statistical distributions and fitting methods for hydrological risk analysis.
In hydrological design, the joint occurrence of more than one random variable is often involved. For example, the study of urban drainage systems involves the simultaneous consideration of several random variables such as the intensity, duration, and frequency of rainfall events. The frequency analysis of these variables must be based on their joint frequency distribution. We will develop new methods for estimating the joint occurrence probability of more than one hydrological variable and make these methods available to practitioners.
) Regional flood estimation procedures are useful for improving flood estimation at an engineering site when there is a lack of river flow measurements at the site (""ungauged site""). In ""regional flood frequency modeling"", ""hydrologically homogeneous"" regions are delineated by grouping ""similar"" river basins together. Needed flood estimates at the ungauged site are then obtained by developing ""regional frequency models"". We will pursue research on regional frequency models and how to improve them.
Program
Discovery Grants Program - Individual
Recipient
Location
New Brunswick, Canada
Recipient Type
Academia
Type
Grant
Source
NSERC's Awards Data
As published
Application id
98738-2008
Name nom
Ashkar, Fahim
Department département
Mathématique et statistique
Organization id
73
Institution établissement
Université de Moncton
Province en
New Brunswick
Province fr
Nouveau-Brunswick
Country en
CANADA
Country fr
CANADA
Fiscal year exercice financier
2011
Competition year année de concours
2008
Award amount
22000
Program id
RGPIN
Program nane en
Discovery Grants Program - Individual
Program name fr
Programme de subventions à la découverte - individuelles
Group en
Discovery grants programs
Group fr
Programmes de subventions à la découverte
Committee code
1062
Committee name en
Civil Engineering - B
Committee name fr
Génie civil - B
Area of application code
405
Area of application group en
Environment
Area of application group fr
Environnement
Area of application en
Modelling and mathematical simulation of natural processes
Area of application fr
Modélisation et simulation mathématique des processus naturels
Research subject code
1006
Research subject group en
Civil engineering
Research subject group fr
Génie civil
Research subject en
Hydrologic engineering
Research subject fr
Génie hydrologique
Partie
4
Nb partie
5
Application title
Extreme value modelling applied in hydrology
Keyword
NSERC
Application summary
In designing flood-control structures, or in estimating flood damage, decisions are often made on the basis of a short sample of river flow measurements. A statistical frequency distribution is chosen to fit the measurements, and the fitted distribution is then used to estimate future floods. Many methods exist to fit distributions to data. Some of the distributions have a finite upper bound that is a function of the distribution parameters (shape, scale, etc.). Some distribution fitting methods may produce an estimate of this upper bound that is inconsistent with the observed data. This occurs when one or more sample observations exceed the upper bound of the estimated distribution. This makes the estimated upper bound unrealistic. We will investigate this inconsistency of some estimation methods with the observed data and examine its engineering risk consequences. We hope to establish improved guidelines for choosing between statistical distributions and fitting methods for hydrological risk analysis.
In hydrological design, the joint occurrence of more than one random variable is often involved. For example, the study of urban drainage systems involves the simultaneous consideration of several random variables such as the intensity, duration, and frequency of rainfall events. The frequency analysis of these variables must be based on their joint frequency distribution. We will develop new methods for estimating the joint occurrence probability of more than one hydrological variable and make these methods available to practitioners.
) Regional flood estimation procedures are useful for improving flood estimation at an engineering site when there is a lack of river flow measurements at the site (""ungauged site""). In ""regional flood frequency modeling"", ""hydrologically homogeneous"" regions are delineated by grouping ""similar"" river basins together. Needed flood estimates at the ungauged site are then obtained by developing ""regional frequency models"". We will pursue research on regional frequency models and how to improve them.