Abstract

The San Francisco International Airport (SFIA) has approximately eight miles of shoreline along San Francisco Bay. It was built on a series of land reclamations constructed between 1927 and 1972. Primary consolidation and secondary settlement are still ongoing and expected to continue for 10 to 30 more years (M&N 2015). Figure 1 - SFIA Shoreline and Runways The length of shoreline makes SFIA susceptible to flooding. The flood risk is expected to increase with ongoing settlement and future sea level rise (SLR). A system of seawalls has been constructed along the perimeter to protect the airport from flooding. The shoreline along SFIA includes the end of Runway 1-19 and Runway 10-28, shown in Figure 1. Because the Federal Aviation Administration (FAA) requires that the end of runways be object-free areas (OFA), which prohibit seawalls from encroaching into the airspace and limits the allowable elevation, protection against future sea level rise (SLR) must be achieved without raising the seawalls. With SLR projections in San Francisco Bay of 1 foot by 2050 and 3 feet by 2100 (NRC 2012), SFIA decided to investigate alternative forms of flood protection at the end of the runways. Presented here is a feasibility study of alternative solutions.

Highlights

  • The San Francisco International Airport (SFIA) has approximately eight miles of shoreline along San Francisco Bay

  • As there is no long term record of water levels in the vicinity of SFIA, a 34-year forecast of hourly water levels was generated from the NOAA-established tidal constituents and tidal residuals from a neighboring longterm tide station

  • Short and long term SLR values were added to the TWL to determine the future flooding potential

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Summary

Introduction

The San Francisco International Airport (SFIA) has approximately eight miles of shoreline along San Francisco Bay. FLOODING POTENTIAL ASSESSMENT A coastal engineering assessment was conducted to determine the flooding potential along the SFIA shoreline.

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