A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Multidimensional Approaches to Calculation of Design Floods at Confluences—PROIL Model and Copulas
https://orcid.org/0000-0002-0348-6574
https://orcid.org/0000-0002-2570-1538
https://orcid.org/0000-0002-8030-7058
https://orcid.org/0000-0001-8294-1047
Abstract In confluence areas, where river flow slowdowns can be substantial, the selection of design flows for the purpose of designing a flood control system directly depends on flood waves at the mainstem and its tributaries. The aim of this paper is twofold: to elaborate a procedure that will define the flood exceedance probability in the analyzed area within a multidimensional probability space and to develop a methodology for defining flood coincidence in the mainstem reach with its main tributaries and thus determine design flows in order to design the flood control system in the confluence area. Mathematical models are based on (1) two-dimensional probability distribution (PROIL model) and (2) the copula function (Archimedean class of copulas), and fitted to a practical application in a two-dimensional probability distribution space. In case of random variables, simultaneous quantitative characteristics of flood wave (water flow) hydrographs for the mainstem and a tributary are considered. The paper discusses the specific reach of the Danube, from the Hungarian-Serbian border to the city of Smederevo, which encompasses three significant tributaries—the Drava, the Tisa, and the Sava.
Multidimensional Approaches to Calculation of Design Floods at Confluences—PROIL Model and Copulas
https://orcid.org/0000-0002-0348-6574
https://orcid.org/0000-0002-2570-1538
https://orcid.org/0000-0002-8030-7058
https://orcid.org/0000-0001-8294-1047
Abstract In confluence areas, where river flow slowdowns can be substantial, the selection of design flows for the purpose of designing a flood control system directly depends on flood waves at the mainstem and its tributaries. The aim of this paper is twofold: to elaborate a procedure that will define the flood exceedance probability in the analyzed area within a multidimensional probability space and to develop a methodology for defining flood coincidence in the mainstem reach with its main tributaries and thus determine design flows in order to design the flood control system in the confluence area. Mathematical models are based on (1) two-dimensional probability distribution (PROIL model) and (2) the copula function (Archimedean class of copulas), and fitted to a practical application in a two-dimensional probability distribution space. In case of random variables, simultaneous quantitative characteristics of flood wave (water flow) hydrographs for the mainstem and a tributary are considered. The paper discusses the specific reach of the Danube, from the Hungarian-Serbian border to the city of Smederevo, which encompasses three significant tributaries—the Drava, the Tisa, and the Sava.
Multidimensional Approaches to Calculation of Design Floods at Confluences—PROIL Model and Copulas
https://orcid.org/0000-0002-0348-6574
https://orcid.org/0000-0002-2570-1538
https://orcid.org/0000-0002-8030-7058
https://orcid.org/0000-0001-8294-1047
Abstract In confluence areas, where river flow slowdowns can be substantial, the selection of design flows for the purpose of designing a flood control system directly depends on flood waves at the mainstem and its tributaries. The aim of this paper is twofold: to elaborate a procedure that will define the flood exceedance probability in the analyzed area within a multidimensional probability space and to develop a methodology for defining flood coincidence in the mainstem reach with its main tributaries and thus determine design flows in order to design the flood control system in the confluence area. Mathematical models are based on (1) two-dimensional probability distribution (PROIL model) and (2) the copula function (Archimedean class of copulas), and fitted to a practical application in a two-dimensional probability distribution space. In case of random variables, simultaneous quantitative characteristics of flood wave (water flow) hydrographs for the mainstem and a tributary are considered. The paper discusses the specific reach of the Danube, from the Hungarian-Serbian border to the city of Smederevo, which encompasses three significant tributaries—the Drava, the Tisa, and the Sava.
Multidimensional Approaches to Calculation of Design Floods at Confluences—PROIL Model and Copulas
Ilić, Aleksandra (author) / Prohaska, Stevan (author) / Radivojević, Dragan (author) / Trajković, Slaviša (author)
2021
Article (Journal)
Electronic Resource
English
BKL:
43.00
Umweltforschung, Umweltschutz: Allgemeines
/
43.00$jUmweltforschung$jUmweltschutz: Allgemeines
Multidimensional Approaches to Calculation of Design Floods at Confluences—PROIL Model and Copulas
| Springer Verlag | 2021
Estimating Joint Flow Probabilities at Stream Confluences by Using Copulas
| British Library Online Contents | 2011
Joint probability analysis of flood hazard at river confluences using bivariate copulas
| DOAJ | 2018
| Online Contents | 1994
British Library Online Contents | 2001