The development of regional flood-frequency equations is a key component of engineering infrastructure design and flood risk assessment at ungauged sites. These equations are constructed based on regression analysis techniques to study the connection between peak flow observations and different explanatory variables. However, many regions of the world remain poorly gauged or have experienced dramatic changes in land use or climate that make past observations less useful. To remedy this situation, we need to interpret and construct these regional equations based on physical principles of water movement and general knowledge of the geographic and geomorphologic setting of the upstream catchment at the location of interest. Several studies have examined these regional equations through the scaling theory of floods, making physical interpretations of the equation parameters (or scaling parameters) with respect to rainfall properties and geomorphologic variables. However, despite the advances of these previous works, the scaling theory of floods must be concerted with different, well-known problems in statistical hydrology for a proper engineering application in flood regionalization. These problems can vary from limitations in peak flow observations (sampling errors) to selection of an inadequate model structure of peak flows (epistemic errors). I present a series of studies based on hydrologic simulations and peak flow observations that illustrate several aspects related to the application and use of the scaling theory of floods, which include the following: (1) description of spatial patterns of scaling parameters; (2) inclusion of river network descriptors in flood frequency equations; and (3) evaluation of sampling errors and epistemic errors in the construction of flood frequency equations. The results presented in this dissertation contribute to the development of a more complete regional flood frequency analysis framework that leverages the physics of peak flow scaling and river network descriptors.
Explaining the physics behind regional peak flow equations using the scaling theory of floods and river network descriptors
Abstract
Details
- Title: Subtitle
- Explaining the physics behind regional peak flow equations using the scaling theory of floods and river network descriptors
- Creators
- Gabriel Jaime Perez Mesa - University of Iowa
- Contributors
- Ricardo Mantilla (Advisor)Witold F. Krajewski (Advisor)Allen Bradley (Committee Member)Daniel B. Wright (Committee Member)Dale L. Zimmerman (Committee Member)
- Resource Type
- Dissertation
- Degree Awarded
- Doctor of Philosophy (PhD), University of Iowa
- Degree in
- Civil and Environmental Engineering
- Date degree season
- Summer 2019
- DOI
- 10.17077/etd.dabq-5b5d
- Publisher
- University of Iowa
- Number of pages
- xviii, 238 pages
- Copyright
- Copyright © 2019 Gabriel Jaime Perez Mesa
- Language
- English
- Date submitted
- 11/07/2019
- Description illustrations
- color illustrations, color maps
- Description bibliographic
- Includes bibliographical references (pages 212-234).
- Public Abstract (ETD)
The estimation of extreme peak flows at sites where no streamflow data are available is a key component of engineering infrastructure design and flood risk assessment. The most common technique to estimate peak flows where no streamflow data are available is the construction of empirical regional flood frequency equations. These equations use explanatory variables that are easily obtained at any site of interest. However, dramatic changes in land use or climate incorporate new physical conditions that make the use of these equations less useful. To remedy this situation, we need to interpret and construct these equations based on physical principles of water movement and general knowledge of the geographic and geomorphologic setting of the upstream catchment for the location of interest. Several studies have examined these regional equations through the scaling theory of floods, making physical interpretations of the equation parameters with respect to rainfall properties and geomorphologic variabilities. However, the testing of the scaling theory of floods needs to be concerted with limitations in peak flow observations for a proper engineering application in flood regionalization. I present a series of studies based on simulations and observations of peak flow data to expose the dynamic of the scaling theory of floods from river network structures to include the density of streamflow gauges. The results of this dissertation contribute to the development of a more adequate regional flood frequency analysis framework that leverages the physics of peak flow scaling and river network descriptors.
- Academic Unit
- Civil and Environmental Engineering
- Record Identifier
- 9983777137802771