PSI - Issue 62

Tommaso Lazzarin et al. / Procedia Structural Integrity 62 (2024) 625–632 Lazzarin et al./ Structural Integrity Procedia 00 (2019) 000 – 000

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Hydraulic Engineering 134, 572 – 587. https://doi.org/10.1061/(ASCE)0733-9429(2008)134:5(572) Koken, M., Constantinescu, G., 2014. Flow and Turbulence Structure around Abutments with Sloped Sidewalls. Journal of Hydraulic Engineering 140, 04014031. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000876 Lazzarin, T., Constantinescu, G., Di Micco, L., Wu, H., Lavignani, F., Lo Brutto, M., Termini, D., Viero, D.P., 2023a. Influence of bed roughness on flow and turbulence structure around a 2 partially-buried, isolated freshwater mussel. Water Resources Research 59, e2022WR034151. https://doi.org/10.1029/2022WR034151 Lazzarin, T., Constantinescu, G., Viero, D.P., 2024. A numerical investigation of flow field and bed stresses at a river bridge: the effects of piers and of pressure-flow with deck overtopping. Advances in Water Resources. Under Review. Lazzarin, T., Defina, A., Viero, D.P., 2023b. Assessing 40 Years of Flood Risk Evolution at the Micro-Scale Using an Innovative Modeling Approach: The Effects of Urbanization and Land Planning. Geosciences 13. https://doi.org/10.3390/geosciences13040112 Lazzarin, T., Viero, D.P., 2023. Curvature-induced secondary flow in 2D depth-averaged hydro-morphodynamic models: An assessment of different approaches and key factors. Advances in Water Resources 171, 104355. https://doi.org/10.1016/j.advwatres.2022.104355 Lazzarin, T., Viero, D.P., Defina, A., Cozzolino, L., 2023c. Flow under vertical sluice gates: Flow stability at large gate opening and disambiguation of partial dam-break multiple solutions. Physics of Fluids 35, 024114. https://doi.org/10.1063/5.0131953 Malavasi, S., Guadagnini, A., 2003. Hydrodynamic Loading on River Bridges. Journal of Hydraulic Engineering 129, 854 – 861. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:11(854) Menter, F., Kuntz, M., Langtry, R., 2003. Ten years of industrial experience with the SST turbulence model. Heat and Mass Transfer 625 – 632. Morales, R., Ettema, R., 2013. Insights from Depth-Averaged Numerical Simulation of Flow at Bridge Abutments in Compound Channels. Journal of Hydraulic Engineering 139, 470 – 481. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000693 Paik, J., Escauriaza, C., Sotiropoulos, F., 2007. On the bimodal dynamics of the turbulent horseshoe vortex system in a wing-body junction. Physics of Fluids 19. https://doi.org/10.1063/1.2716813 Pregnolato, M., Winter, A.O., Mascarenas, D., Sen, A.D., Bates, P., Motley, M.R., 2022. Assessing flooding impact to riverine bridges: an integrated analysis. Natural Hazards and Earth System Sciences 22, 1559 – 1576. https://doi.org/10.5194/nhess-22-1559-2022 Shahriar, A.R., Ortiz, A.C., Montoya, B.M., Gabr, M.A., 2021. Bridge Pier Scour: An overview of factors affecting the phenomenon and comparative evaluation of selected models. Transportation Geotechnics 28, 100549. https://doi.org/10.1016/j.trgeo.2021.100549 Teruzzi, A., Ballio, F., Armenio, V., 2009. Turbulent Stresses at the Bottom Surface near an Abutment: Laboratory-Scale Numerical Experiment. Journal of Hydraulic Engineering 135, 106 – 117. https://doi.org/10.1061/(ASCE)0733-9429(2009)135:2(106) Viero, D.P., D’Alpaos, A., Carniello, L., Defina, A., 2013. Mathematical modeling of flooding due to river bank failure. Adva nces in Water Resources 59, 82 – 94. https://doi.org/10.1016/j.advwatres.2013.05.011 Wang, C., Yu, X., Liang, F., 2017. A review of bridge scour: mechanism, estimation, monitoring and countermeasures. Natural Hazards 87, 1881 – 1906. https://doi.org/10.1007/s11069-017-2842-2 Wu, H., Zeng, J., Constantinescu, G., 2021. A multi-parameter design formula for riprap size selection at wing-wall abutments. Journal of Hydraulic Research 59, 651 – 661. https://doi.org/10.1080/00221686.2020.1818310 Zeng, J., Constantinescu, G., 2017. Flow and coherent structures around circular cylinders in shallow water. Physics of Fluids 29, 066601. https://doi.org/10.1063/1.4984926

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