SY023-0008
Answering to stakeholders: Sensitivity of liquefaction hazard during earthquakes to sea-level rise in the San Francisco Bay Area, California
Abstract:
Scientists assessed the effects of SLR on the liquefaction hazard by computing changes in the liquefaction potential index (LPI) over 400 Cone Penetration Test (CPT) borings around the bay using two groundwater table models developed for current and SLR of up to 5 m. Ground shaking is represented by two earthquake scenarios, a M 6.5 earthquake with uniform 0.25 g peak ground acceleration (PGA) and the M7.0 Hayward fault (HayWired) scenario with a range of PGA between 0.20 and 0.95 g at boring locations. We find that while the majority of sites are insensitive to sea-level changes of less than 1 meter, some site conditions are highly sensitive to small changes in water levels, and the potential for liquefaction damage at most sites increase with large shifts in sea-level (> 3 m). At 1 m of SLR, most of the locations with the largest LPI changes are found in artificial fill over estuarine mud. We developed and tested two communication products for distinct audiences: (1) figures of LPI change at sites from rising sea levels using two groundwater models, two tidal datum and three hydraulic conductivity values for engineers and (2) maps of median LPI change for planners. This project illustrates how scientific investigation was conducted in parallel with stakeholder engagement and how the usability testing guided the development of scientific products more readily used by practitioners.