Abstract

The backwater effect generated by bridges can significantly increase the risk of flooding. In this work we compare two different methods to include the effect of bridges in two-dimensional (2D) shallow water models. The first method is based on empirical discharge equations that are implemented as internal conditions. The second method is the recently proposed 2D extension of the two-component pressure approach, which accounts for the vertical confinement of the flow. Both approaches are tested and compared using a new set of experimental data obtained in 32 laboratory tests, including four different bridge geometries under different flow conditions. The results show that both methods can reproduce the observed bridge afflux for a wide range of flow conditions, but the two-component pressure approach is less dependent on model calibration. On the other hand, both methods fail to correctly reproduce the 2D water depth patterns observed around the bridge.

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Data Availability Statement

All the experimental data generated during the study are available in a repository online in accordance with funder data retention policies (Cea et al. 2021).
All the numerical models that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study received financial support from the Spanish Ministry of Science, Innovation and Universities (Ministerio de Ciencia Innovacion y Universidades) within the project “VAMONOS: Development of non-hydrostatic models for environmental hydraulics. Two dimensional flow in rivers” (reference CTM2017-85171-C2-2-R).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 148Issue 8August 2022

History

Received: Jul 22, 2021
Accepted: Mar 11, 2022
Published online: May 18, 2022
Published in print: Aug 1, 2022
Discussion open until: Oct 18, 2022

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Professor, Water and Environmental Engineering Group, Dept. of Civil Engineering, Universidade da Coruña, 15071 A Coruña, Spain (corresponding author). ORCID: https://orcid.org/0000-0002-3920-0478. Email: [email protected]
Gabriela Vila [email protected]
Assistant Researcher, Water and Environmental Engineering Group, Dept. of Civil Engineering, Universidade da Coruña, 15071 A Coruña, Spain. Email: [email protected]
Ph.D. Candidate, Water and Environmental Engineering Group, Dept. of Civil Engineering, Universidade da Coruña, 15071 A Coruña, Spain. ORCID: https://orcid.org/0000-0001-9759-7891. Email: [email protected]
Jerónimo Puertas [email protected]
Professor, Water and Environmental Engineering Group, Dept. of Civil Engineering, Universidade da Coruña, 15071 A Coruña, Spain. Email: [email protected]
Professor, Water and Environmental Engineering Group, Dept. of Civil Engineering, Universidade da Coruña, 15071 A Coruña, Spain. ORCID: https://orcid.org/0000-0001-9090-2355. Email: [email protected]

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