Bayesian Networks for Estimating Hydrodynamic Forces on a Submerged Floating Tunnel

Conference Paper (2021)
Author(s)

G. A. Torres Alves (TU Delft - Hydraulic Structures and Flood Risk)

O Morales Napoles (TU Delft - Hydraulic Structures and Flood Risk)

SN Jonkman (TU Delft - Hydraulic Structures and Flood Risk)

Research Group
Hydraulic Structures and Flood Risk
Copyright
© 2021 G.A. Torres Alves, O. Morales Napoles, Sebastiaan N. Jonkman
DOI related publication
https://doi.org/10.3850/978-981-18-2016-8_292-cd
More Info
expand_more
Publication Year
2021
Language
English
Copyright
© 2021 G.A. Torres Alves, O. Morales Napoles, Sebastiaan N. Jonkman
Research Group
Hydraulic Structures and Flood Risk
Pages (from-to)
2518-2524
ISBN (print)
978-981-18-2016-8
Reuse Rights

Other than for strictly personal use, it is not permitted to download, forward or distribute the text or part of it, without the consent of the author(s) and/or copyright holder(s), unless the work is under an open content license such as Creative Commons.

Abstract

A submerged floating tunnel (SFT) is a novel structure that allows crossing waterways where immersed tunnels or bridges are not viable. However, no SFT has been built yet mainly, due to lack of experience. In consequence, there are several uncertainties regarding its design and construction. An effect that should be further investigated is the structural response of the SFT under the simultaneous action of waves and currents. For this purpose, extreme values of waves and currents that were generated through a vine-copula model are used as input in a statistical model based on Bayesian Networks (BNs). The BNs are used to study the conditional correlation (i.e the correlation between random variables conditionalized on a given event) between the hydrodynamic forces acting on the SFT and metocean variables such as waves and currents. This methodology was applied to a case study in China for a SFT aimed to be built at the Qiongzhou Strait. Moreover, the BN model was used to test twelve different configurations of the SFT, with varying submergence depths and diameter sizes. The proposed methodology can be used to provide a more realistic estimation of the forces on the SFT by considering the dependence between the variables of interest. Moreover, this methodology can be extended to test different configurations of the SFT and other hydraulic or maritime structures subjected to simultaneous loading.

Files

292.pdf
(pdf | 0.322 Mb)
- Embargo expired in 23-03-2022
License info not available