TY - JOUR AU - Aranguiz, Rafael AU - Link, Oscar AU - Aliaga, Jose AU - Briones, Oscar AU - Alarcon, Ruben AU - Nicolas Gatica, PY - 2020/12/28 Y2 - 2024/03/29 TI - ANALYSIS OF TSUNAMI SCOUR AROUND SQUARE STRUCTURES USING A PUMP-DRIVEN FLOW METHOD JF - Coastal Engineering Proceedings JA - Int. Conf. Coastal. Eng. VL - IS - 36v SE - Sediment Transport and Morphology DO - 10.9753/icce.v36v.sediment.8 UR - https://icce-ojs-tamu.tdl.org/icce/article/view/10223 SP - sediment.8 AB - <html>Estimation of the maximum scour depth is important for defining the size and depth of building foundations in order to avoid failure during a tsunami event (Jayaratne, et al 2016). Traditionally, tsunami scour has been studied in laboratory experiments that use solitary waves. However, it has been demonstrated that this type of wave does not represent well a real tsunami (Madsen et al, 2008). In addition, results from field surveys are based on the scour depth after the tsunami event, studying only the maximum flow depth, and ignoring other hydrodynamic features such as velocity and wave period, as well as sediment deposition. The main objective of this research is to estimate maximum tsunami scour around rectangular structures as a function of realistic tsunami variables.<br><br><b>Recorded Presentation from the vICCE (YouTube Link): <a href="https://youtu.be/ykb-JyL7lsE">https://youtu.be/ykb-JyL7lsE</a></b></html> ER -