Persistent Link:
http://hdl.handle.net/10150/620118
Title:
MODEL UNCERTAINTY IN THE DESIGN OF A FLOOD PROTECTION LEVEE
Author:
Castano, Eugenio
Affiliation:
Department of Hydrology & Water Resources, The University of Arizona
Publisher:
Department of Hydrology and Water Resources, University of Arizona (Tucson, AZ)
Issue Date:
1976-06
Rights:
Copyright © Arizona Board of Regents
Collection Information:
This title from the Hydrology & Water Resources Technical Reports collection is made available by the Department of Hydrology & Atmospheric Sciences and the University Libraries, University of Arizona. If you have questions about titles in this collection, please contact repository@u.library.arizona.edu.
Abstract:
The model choice problem in Hydrology is illustrated by means of the optimum levee design for flat rivers along a confluence reach. Special attention is given to the selection of a probability distribution for the joint flood stages. The optimality criterion used is the minimization of construction plus expected flood damage costs. The main assumption in the mathematical model is that the levee profile is uniquely determined as a function of the levee heights at the extremes of the reach; thus the problem is reduced to the determination of the optimum pair of extreme levee heights. The selection of a probability distribution of flood stages, from a set of distributions estimated from the partial duration series, is performed using either one of two selection procedures: likelihood of the Chi -square statistic and sample likelihoods. A composite distribution, taking into account the model uncertainty, is also derived. The methodology presented is applied to the remodeling of the levee on the west bank of the Zagyva River, in Hungary. A sensitivity analysis is performed, using the best ranking distributions according to the two model choice procedures. The composite distribution appears to offer a reasonable choice.
Keywords:
Flood control; Levees -- Design and construction.; Zagyva River (Hungary) -- Levees
Series/Report no.:
Technical Reports on Hydrology and Water Resources, No. 28
Sponsors:
The work upon which this thesis is based was supported in part by funds provided by the National Science Foundation grants: ENG -74 -20462 entitled "Sensitivity of Decisions in Resource Engineering to Assumptions of Multivariate Models," and GF -38183 entitled, "Cooperative Research on Decision Making Under Uncertainty in Hydrologic and other Resource Systems."

Full metadata record

DC FieldValue Language
dc.contributor.authorCastano, Eugenioen
dc.date.accessioned2016-09-13T22:05:18Z-
dc.date.available2016-09-13T22:05:18Z-
dc.date.issued1976-06-
dc.identifier.urihttp://hdl.handle.net/10150/620118-
dc.description.abstractThe model choice problem in Hydrology is illustrated by means of the optimum levee design for flat rivers along a confluence reach. Special attention is given to the selection of a probability distribution for the joint flood stages. The optimality criterion used is the minimization of construction plus expected flood damage costs. The main assumption in the mathematical model is that the levee profile is uniquely determined as a function of the levee heights at the extremes of the reach; thus the problem is reduced to the determination of the optimum pair of extreme levee heights. The selection of a probability distribution of flood stages, from a set of distributions estimated from the partial duration series, is performed using either one of two selection procedures: likelihood of the Chi -square statistic and sample likelihoods. A composite distribution, taking into account the model uncertainty, is also derived. The methodology presented is applied to the remodeling of the levee on the west bank of the Zagyva River, in Hungary. A sensitivity analysis is performed, using the best ranking distributions according to the two model choice procedures. The composite distribution appears to offer a reasonable choice.en
dc.description.sponsorshipThe work upon which this thesis is based was supported in part by funds provided by the National Science Foundation grants: ENG -74 -20462 entitled "Sensitivity of Decisions in Resource Engineering to Assumptions of Multivariate Models," and GF -38183 entitled, "Cooperative Research on Decision Making Under Uncertainty in Hydrologic and other Resource Systems."en
dc.language.isoen_USen
dc.publisherDepartment of Hydrology and Water Resources, University of Arizona (Tucson, AZ)en
dc.relation.ispartofseriesTechnical Reports on Hydrology and Water Resources, No. 28en
dc.rightsCopyright © Arizona Board of Regentsen
dc.sourceProvided by the Department of Hydrology and Water Resources.en
dc.subjectFlood controlen
dc.subjectLevees -- Design and construction.en
dc.subjectZagyva River (Hungary) -- Leveesen
dc.titleMODEL UNCERTAINTY IN THE DESIGN OF A FLOOD PROTECTION LEVEEen_US
dc.typetexten
dc.typeTechnical Reporten
dc.contributor.departmentDepartment of Hydrology & Water Resources, The University of Arizonaen
dc.description.collectioninformationThis title from the Hydrology & Water Resources Technical Reports collection is made available by the Department of Hydrology & Atmospheric Sciences and the University Libraries, University of Arizona. If you have questions about titles in this collection, please contact repository@u.library.arizona.edu.en
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