Nature-based climate resilience through shoreline transformation¶

Andre de Souza de Lima $^1$; Tyler Miesse $^1$; Daniel Cardona $^1$; Celso Ferreira $^1$; Ali Shahabi $^2$; Navid Tahvildari $^2$

$^1$ Department of Civil, Environmental and Infrastructure Engineering, George Mason University, Fairfax, VA

$^2$ Department of Civil and Environmental Engineering, Old Dominion University, Norfolk, VA


Credits: Lathan Goumas, Virginia Sea Grant.

Introduction¶

Global climate change has led to many adverse impacts including changing weather patterns and an increase in the severity and frequency of extreme weather events. Traditional hard engineering solutions for coastal protection, such as seawalls and bulkheads, are becoming inadequate as they do not have the capacity to keep pace with the accelerating impacts of climate change. In response, there is growing interest in Natural and Nature-Based Features (NNBF), which offer innovative and adaptive approaches to coastal protection. NNBFs, such as salt marshes or living shorelines, have demonstrated potential for mitigating wave energy, reducing flood risks, and enhancing coastal resilience. However, the effectiveness of these features can vary based on their physical attributes and the specific environmental conditions in which they are implemented. The inconsistent performance of NNBFs has posed challenges for their widespread adoption, partly due to uncertainties in their efficacy and barriers in public policy.

This research focuses on evaluating the performance of NNBFs in attenuating waves through the natural environment. Here we aim to deepen our understanding of how these features can contribute to enhancing coastal resilience.

Project Site Location: Captain Sinclair's Recreational Area¶


The Captain Sinclair's Recreational Area (CRSA) is situated on the Severn River in Gloucester County, Virginia and is overseen by the Middle Peninsula Chesapeake Bay Public Access Authority (MPCBPAA). This area has been the focus of numerous shoreline protection initiatives designed to mitigate the impacts of erosion, a persistent issue as a result of the marsh's exposure to storm surge and waves.

Notable storm events, such as Hurricane Irene, have underscored the exposure of the site to extreme events.

Impacts of Hurricane Irene within Mobjack Bay, Virginia (left) and at the MPCBPAA (right). In both figures, the pink dot highlights the location of the CRSA project site.

Credits: Flood Hazards Research Lab Archives, 2024

In response to these challenges, various NNBFs have been implemented to enhance shoreline resilience. These features include oyster sill bags filled with locally sourced shells from the Chesapeake Bay, rock sills, and naturally occurring salt marshes. Together, these approaches aim to stabilize the shoreline while supporting habitat restoration and wave energy attenuation.

Transects 1 and 2 highlighting the oyster sill bags and marsh (left and center); Transects 3 and 4 highlighting the rock sills and marsh (right).

Credits: Flood Hazards Research Lab Archives, 2023

Due to the site's exposed condition, we aimed to quantify the performance of existing NNBFs in attenuating waves. To achieve this, we deployed RBR Solo-D wave loggers along four transects over a year-long monitoring period. Sensors were strategically positioned before and after each type of NNBF within the transects, allowing for detailed analysis of their individual and collective impacts on wave attenuation.

A map of the four transects is presented below.

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Clicking on the sensor points reveals a table with details including the sensor name and ID, deployment date, location relative to the NNBFs, and data availability.

Results¶

The time series below shows siginificant wave height (Hs) over the one-year study period. The data is organized based on the sensors' transect and location relative to NNBFs.

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Our results indicate how the existing NNBFs can influence wave attenuation and how that is dependent on water levels. To illustrate this, an event that occurred from November 20 to 23 (2023) was selected to show the characteristics of multiple NNBFs providing a dynamic defense system as the water level changes (shown below).

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A clear example of NNBFs functioning as a hybrid system for wave attenuation is observed at a specific transect. Here, we examine the interaction between the oyster sill bags and the salt marsh. The timeseries of the Hs and the water depth for the three sensors found within the transect are shown below. Furthermore, we highlight on November 21, 2023 how during low water depth the oysters are the priority defense feature, but as the water increases marshes become the main form of defense.

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To further analyze the specific attenuation potential of each NNBF found in Transect 1 we examine the attenuation coefficent that each feature provides during this event. The figure below illustrates the attenuation coefficient (𝛼) as a function of water surface elevation (WSE at NAVD88) for the hybrid defense system. The attenuation coefficient (𝛼) quantifies the change in inverse wave height over distance:

$$\alpha = \frac{\frac{1}{H_{i}} - \frac{1}{H_0}}{x_i - x_0}$$

At lower WSE, the oyster sill bags exhibit a high rate of wave attenuation until the WSE surpasses a certain threshold and the oyster bags are completely submerged. Beyond this point, the marsh becomes the main mechanism of wave attenuation. This pattern highlights the complementary roles of the oyster sill bags and the marsh in wave attenuation. The oyster sill bags are more effective at lower WSE, whereas the marsh takes over as the WSE rise. This relationship underscores the dynamic interplay between these NNBF components in mitigating wave energy under varying water level conditions.

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Conclusion¶

The CRSA provides a valuable case study for evaluating the effectiveness of NNBFs in mitigating wave energy and enhancing shoreline resilience. Our findings demonstrate that, when combined, different NNBFs play complementary roles in wave attenuation. Thus, working together as a hybrid system enhancing shoreline resilience and reducing marsh loss under dynamic water level conditions. These results highlight the importance of implementing diverse NNBF systems to address the dynamic nature of coastal conditions. By quantifying the performance of these features, this study offers valuable insights into designing and optimizing shoreline protection strategies that promote climate resiliency.