Abstract. Flood events are the most frequent cause of damage to
infrastructure compared to any other natural hazard, and global changes
(climate, socioeconomic, technological) are likely to increase this damage.
Transportation infrastructure systems are responsible for moving people,
goods and services, and ensuring connection within and among urban areas. A
failed link in these systems can impact the community by threatening
evacuation capability, recovery operations and the overall economy. Bridges
are critical links in the wider urban system since they are associated with
little redundancy and a high (re)construction cost. Riverine bridges are
particularly prone to failure during flood events; in fact, the risks to
bridges from high river flows and erosion have been recognized as
crucial at global level. The interaction of flow, structure and network
is complex, and not fully understood. This study aims to establish a
rigorous, multiphysics modeling approach for the assessment of the
hydrodynamic forces impacting inundated bridges, and the subsequent
structural response, while understanding the consequences of such impact on
the surrounding network. The objectives of this study are to model hydrodynamic forces as demand on the bridge structure, to advance a performance
evaluation of the structure under the modeled loading, and to assess the
overall impact at systemic level. The flood-prone city of Carlisle (UK) is
used as a case study and a proof of concept. Implications of the
hydrodynamic impact on the performance and functionality of the surrounding
transport network are discussed. This research will help to fill the gap
between current guidance for design and assessment of bridges within the
overall transport system.