Shoreline Response to Future Sea Level Rise James Houston Director Emeritus Engineer Research and Development Center Shoreline Response to Future Sea Level Rise

Shoreline Response to Future Sea Level Rise James Houston Director Emeritus Engineer Research and Development Center Shoreline Response to Future Sea Level Rise

Shoreline Response to Future Sea Level Rise James Houston Director Emeritus Engineer Research and Development Center Shoreline Response to Future Sea Level Rise Florida Florida Sandy Shorelines 1300 km Sandy Shorelines West East Southwest 0 200 kilometers Tourism is Its Leading Industry • Beaches its leading tourist Ft Myers Beach destination • Consequently, Florida beaches studied extensively Miami Beach Destin Beach St Petersburg Beach Shoreline Change • Shoreline position measurements from 1867- 2015 300 m Measurement • Shoreline change Locations East + 50 ± 5 m Southwest + 35 ± 15 m West - 25 ± 10 m • 1867 to before beach nourishment (1970, 1985) East + 25 ± 5 m Southwest + 5 ± 10 m West - 30 ± 10 m Accretion/Erosion Accretion Accretion • Netherland’s central coast has accreted since at least 1900 Onshore transport • Similar onshore transport on Excess Florida’s east/southwest coasts shoreface sand (Houston & Dean, 2014; Houston, 2015) • In contrast, the Florida west coast has eroded like many world coasts Florida West Coast West Coast West Counties (Political subdivisions) Understand the Past to Project the Future • Past (1867 - 2015) - Determine shoreline change using measured data - Quantify processes causing this change • Future (50 year and to 2100) - Project shoreline change with increased sea level rise - Analyze whether beach 2065 2016 nourishment can counter this increased rise Past Shoreline Change, 1867 - 2015 W ΔV ΔV LΔT dQ LΔTϕ LΔX = − LΔS ∗ − sink + source − + h + B h + B h + B dy h + B ∗ ∗ h∗ + B ∗ ∗ Measured Sea Level Rise Inlets Beach Longshore Long-Term Shoreline Nourishment Transport Onshore Area Change Transport • From Dean and Houston, 2016. Coastal Engineering, 118, 1-8 • Stive et al (1991) had similar equation for Netherlands coast Notation follows Dean (1987) Past Shoreline Change, 1867 - 2015 W ΔV ΔV LΔT dQ LΔTϕ LΔX = − LΔS ∗ − sink + source − + h + B h + B h + B dy h + B ∗ ∗ h∗ + B ∗ ∗ Measured Sea Level Rise Inlets Beach Longshore Long-Term Shoreline Nourishment Transport Onshore Area Change Transport 1080 locations with measured shoreline change Measured Past Shoreline Change 1867 - 2015 Gulf and Franklin counties have < 3% of west coast population Sea Level Rise W ΔV ΔV LΔT dQ LΔTϕ LΔX = − LΔS ∗ − sink + source − + h + B h + B h + B dy h + B ∗ ∗ h∗ + B ∗ ∗ Measured Sea Level Rise Inlets Beach Longshore Long-Term Shoreline (Bruun Rule) Nourishment Transport Onshore Area Change Transport • Why the Bruun Rule? • Works when sea level ΔS rise dominates shoreline R= shoreline recession change (Zhang et al, 2004; Passeri Bruun Rule et al, 2014) • However, sea level rise usually does not dominate (Zhang et al, 2004) Sea Level Rise, 1867 - 2015 W ΔV ΔV LΔT dQ LΔTϕ LΔX = − LΔS ∗ − sink + source − + h + B h + B h + B dy h + B ∗ ∗ h∗ + B ∗ ∗ Measured Sea Level Rise Inlets Beach Longshore Long-Term Shoreline (Bruun Rule) Nourishment Transport Onshore Area Change Transport Rise, 1867 - 2015 Period Rate Total Only long-term tide gauge on Florida west coast mm/yr m 1923-2015 2.25 0.21 2.25 mm/yr 1867-1923 1.70 0.09 Pensacola Tide Gauge, 1923-2015 1867-2015 0.3 References: - Church and White (2016), NOAA (2016), Systeme d’Observation du Niveau des Eaux Littorales (2016) Area Change, Sea Level Rise, 1867 - 2015 W − LΔS ∗ h∗ + B L = Shoreline length h* = Closure depth W* = Distance ΔS = Sea level rise B = Berm elevation B to h* Inlets, 1867 - 2015 W ΔV ΔV LΔT dQ LΔTϕ LΔX = − LΔS ∗ − sink + source − + h + B h + B h + B dy h + B ∗ ∗ h∗ + B ∗ ∗ Measured Sea Level Rise Inlets Beach Longshore Long-Term Shoreline (Bruun Rule) Nourishment Transport Onshore Change Transport Pensacola Pass St Andrews Bay Entrance Area Change from Inlets, 1867 - 2015 Losses Sykes Cut • Offshore East Pass disposal of etc dredged St Andrews Bay Entrance sand ΔV − sink • Shoal growth h∗ + B at inlets Pensacola modified for Pass navigation References: Hine et al (1986), Dean and O’Brien (1987), Browder and Dean (1999), Corps of Engineers (2015) Beach Nourishment, 1867 - 2015 W ΔV ΔV LΔT dQ LΔTϕ LΔX = − LΔS ∗ − sink + source − + h + B h + B h + B dy h + B ∗ ∗ h∗ + B ∗ ∗ Measured Sea Level Rise Inlets Beach Longshore Long-Term Shoreline (Bruun Rule) Nourishment Transport Onshore Change Transport Panama City, Florida Area Change from Beach Nourishment 1985 - 2015 ΔV + source h∗ + B Reference: Florida Department of Environmental Protection (2015) Longshore Transport, 1867 - 2015 W ΔV ΔV LΔT dQ LΔTϕ LΔX = − LΔS ∗ − sink + source − + h + B h + B h + B dy h + B ∗ ∗ h∗ + B ∗ ∗ Measured Sea Level Rise Inlets Beach Longshore Long-Term Shoreline (Bruun Rule) Nourishment Transport Onshore Change Transport Area Change from Longshore Transport 1867 - 2015 LΔT dQ − h∗ + B dy References: Stone and Stapor (1996), Corps of Engineers (2010) Longshore Transport Bay County 25 000 15 000 Gulf County St Joseph Bay St Joseph Peninsula Franklin Cape County San Blas 215 000 St Vincent Island St George Island Sand Island 100 000 Onshore Transport, 1867 - 2015 W ΔV ΔV LΔT dQ LΔTϕ LΔX = − LΔS ∗ − sink + source − + h + B h + B h + B dy h + B ∗ ∗ h∗ + B ∗ ∗ Measured Sea Level Rise Inlets Beach Longshore Long-Term Shoreline (Bruun Rule) Nourishment Transport Onshore Change Transport Area Change from Onshore Transport 1867 - 2015 LΔTϕ ΔV + =+ ON h∗ + B h∗ + B References: Key (1961), Tanner (1987) Onshore Transport Onshore transport was determined by historical shoreline change measurements Gulf County St Joseph Bay St Joseph Peninsula Franklin Cape County San Blas 215 000 St Vincent St George Island Island 75 000 Sand 55 000 Island 70 000 100 000 Sum of Estimated Versus Measured Shoreline Area Change, 1867-2015 Sea Level Measured Shoreline Area Change Inlets Beach Nourishment Onshore Longshore Transport Transport Estimated Versus Measured, 1867-2015 Estimated Measured Onshore 2 Total (Millions m ) component Measured = - 8.4 ± 3.2 not Estimated = - 8.6 ± 3.1 independent of shoreline change Shoreline Area Change 1867 - 2015 1985-2015 Sea level rise contribution < 20% of magnitude of all contributions Shoreline Area Change Rate Future Shoreline Change Project shoreline area change Project shoreline area change produced by each process 2016 - 2065 2016 - 2100 Add Shoreline Change Projections Sea Level Sea level rise 71 of the world’s sea • Projections of the level rise experts made Intergovernmental Panel on IPCC projections Climate Change (IPCC, 2013) • IPCC has four carbon- emission scenarios (RCP 2.6, 4.5, 6.0, 8.5) Shoreline Projections Inlets Inlets • Changes from past - Sand not disposed beyond littoral zone Pensacola Pass - Inlets not being modified, shoals stabilize after ~ 30 years (Dombrowski and Mehta, 1996) • Future - Assume shoals rise with sea level to maintain equilibrium with inlet hydrodynamics St Andrews Bay Entrance Shoreline Projections Beach Nourishment Beach nourishment • Initially assume the future rate = past rate • Vary rate to try to obtain shoreline stability (0.0 m/yr) Shoreline Projections Longshore Transport Longshore Transport • Assume it continues at past rates (Shimura et al, 2011) Shoreline Projections Long-Term Onshore Transport Onshore Transport St Joseph Island Onshore • Assume it continues at past rates Transport due to large and continuously fed excess sand on the shoreface and steady past shoreline accretion Beach Nourishment Relative to Past Rate for Stability (0.0 m/yr) Nourishment Gulf Franklin Must be Increased Walton rate 1985-2015 Okaloosa Escambia/Santa Rosa Nourishment Bay Can be Reduced Conclusions • Shoreline projections must include all key processes • This argues for the need for research to understand these processes • Beach nourishment is a good adaptation strategy to address sea level rise (if economics support} Miami Beach Miami Beach 1978 Today The End.

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