Beachrock Formation Mechanism Using Multiproxy Experimental Data from Natural and Artificial Beachrocks: Insights for a Potential Soft Engineering Method

Beachrocks are a window to the past environmental, geological, sedimentological and morphological conditions that were dominant in the coastal zone during their formation. Furthermore, beachrocks have the ability to reduce coastal erosion impact on sandy beaches. This study focuses on the beachrock formation mechanism through the comparison of cement characteristics, mineral chemistry and sedimentology of beachrock occurrences from two different geological and geographical localities: Diolkos, Corinth, Greece and Sumuide, Okinawa, Japan. In addition, in order to investigate a potential soft engineering method to protect coasts from erosion, artificial beachrock samples were created in vitro using sand samples and ureolytic bacteria from both areas under accelerating conditions. For Okinawa artificial beachrock experiments, the bacteria Pararhodobacter sp. was used, and for Diolkos, it was the bacteria Micrococcus yunnainensis sp. For the natural beachrocks, a multi-analytical approach was accomplished with the use of microscopic investigation, a scanning electron microscope, energy-dispersive X-ray spectroscopy, X-ray diffraction and X-ray fluorescence. Correlations were made between natural and artificial beachrocks. Results have shown that Diolkos beachrock was formed in the upper part of the intertidal zone, consisting of detrital material originating from the local bedrock, while Sumuide beachrock formed in the low intertidal–upper subtidal zone, consisting of coral sand and foraminifera fragments. For the artificial beachrocks, three samples were created using the microbial-induced carbonate precipitation (MICP) method, one from Diolkos (Corinth, Greece) and two from Sumuide (Okinawa, Japan). Diolkos artificial beachrock was better consolidated in comparison to Sumuide. Our investigation has shown that bacterial density was the key factor for the creation of the artificial beachrocks, while the samples’ granulometry played a secondary role in the process. The laboratory artificial beachrocks show encouraging results for a new soft engineering method to encounter beach erosion while keeping an ecofriendly character by saving energy, material resources and gas emissions. Artificial beachrocks can share the same properties of a natural beachrock and can contribute positively to marine biodiversity as a natural rocky habitat.

Beach and Dune Erosion: Causes and Interventions, Case Study: Kaulon Archaeological Site

The dune systems are very important from an environmental, landscape, and coastal defense point of view within coastal areas. Currently, dune systems are significantly reduced compared to a few decades ago and, in Europe alone, dune systems have decreased by 70%. During the same period, intense beach erosion processes have often been observed, and, currently, 30% of the world’s coasts are eroding. These processes have various causes, both natural and anthropogenic, and the knowledge of the causes of the erosive processes are very important for an effective planning and management of coastal areas and to correctly plan any interventions on dunes and beaches. The paper, through a case study, analyzes the beach and dune erosive processes, their causes, and the possible interventions. The case study concerns the archaeological site of Kaulon, located on a dune in the Ionian coast of Calabria (Italy). The beach near the site was affected by erosive processes and during the winter of 2013–2014, the site was damaged by two sea storms. To identify the causes of these processes, three erosive factors were analyzed. These factors are anthropogenic pressure, wave climate and sea storms, and river transport. The effects produced by these factors were assessed in terms of shoreline changes and of damage to the beach–dune system, also evaluating the effectiveness of the defense interventions. The main causes of the erosive processes were identified through the cross analysis of erosive factors and their effects. This analysis highlighted that in the second half of the last century the erosive processes are mainly correlated to anthropogenic pressure while, recently, natural factors prevail, especially sea storms. Regarding the interventions, the effects produced by two interventions carried out during the winter of 2013–2014, one built in urgency between the first and second sea storm and the other built a few years after the second sea storm were analyzed. This analysis highlighted that the latter intervention was more effective in defending the site.

Assessment of potential beach erosion risk and impact of coastal zone development: a case study on Bongpo–Cheonjin Beach

In many parts, coastal erosion is severe due to human-induced coastal zone development and storm impacts, in addition to climate change. In this study, the beach erosion risk was defined, followed by a quantitative assessment of potential beach erosion risk based on three components associated with the watershed, coastal zone development, and episodic storms. On an embayed beach, the background erosion due to development in the watershed affects sediment supply from rivers to the beach, while alongshore redistribution of sediment transport caused by construction of a harbor induces shoreline reshaping, for which the parabolic-type equilibrium bay shape model is adopted. To evaluate beach erosion during storms, the return period (frequency) of a storm occurrence was evaluated from long-term beach survey data conducted four times per year. Beach erosion risk was defined, and assessment was carried out for each component, from which the results were combined to construct a combined potential erosion risk curve to be used in the environmental impact assessment. Finally, the proposed method was applied to Bongpo–Cheonjin Beach in Gangwon-do, South Korea, with the support of a series of aerial photographs taken from 1972 to 2017 and beach survey data obtained from the period commencing in 2010. The satisfactory outcomes derived from this study are expected to benefit eroding beaches elsewhere.

Geomorphological Changes of a Migrating Sandbank: Multidecadal Analysis as a Tool for Managing Conflicts in Coastal Use

While beach erosion and sand loss are typically of great concern to the tourism industry, managing rapid morphological changes linked to large amounts of moving sediments is the challenge facing Grado, an important seaside resort in the northern Adriatic, Italy. The cause of the unusual management conflict is the presence of the Mula di Muggia Bank, a nearshore depositional system made up of relict and active migrating sandbanks extending up to 2 km seawards from the touristic beachfront. A reconstruction of the morpho-sedimentary evolution of the coastal system over a 200-year period was done using a large dataset which includes historical cartography, topographic maps, aerial photos and topo-bathymetric surveys. The results show the growth of a significant urban development aimed at creating a tourist destination by occupying the waterfront along fetch-limited coastal tracts with very shallow water and scarce hydrodynamics. Furthermore, a number of sandy dynamic landforms (longshore migrating bars, a bypass corridor, an ebb-tidal delta) and accumulation zones attest to a sediment excess which can be mostly attributed to the eastern river supplies. The progressive constant migration rate of 12.6 my−1 allowed the bank to induce the expansion of the low-energy silty backbarrier environment, characterised by abundant seagrass meadows a short distance directly in front of the tourist beaches of Grado. As a result of historical analysis and more current observations, areas with diverse morphosedimentary features and with varying tourist/recreational, ecological, and conservation values have been identified. These can be considered as basic units for future accurate planning and re-evaluation of coastal management choices to balance environmental protection and tourist use. A soft coastal defence approach is proposed which includes either the preservation of specific environments or the proper use of excess sand for beach nourishment via periodic dredging or sediment bypassing.

Vulnerability Analysis of Episodic Beach Erosion by Applying Storm Wave Scenarios to a Shoreline Response Model

Recently, because of the influence of climate change on sea level change, there has been growing concern regarding the erosion of beaches, which play a role in reducing the damage caused by coastal disasters. However, despite these concerns, a comprehensive understanding of the morphodynamic relationship between hazard factors and beach erosion is still lacking. Therefore, in this study, a vulnerability analysis of beach erosion was conducted by applying the shoreline response model (SLRM) of bulk model type, which identifies the physical characteristics of relevant coefficients based on the suspended sediment movement processes. To characterize wave energy incidence, storm wave scenario modeling and extreme wave analysis were conducted using wave data of 40 years on the east coast of Korea provided by the National Oceanic and Atmospheric Administration. A dimensionless mathematical function representing the storm wave scenario was proposed as a function of the peak wave height. In addition, to examine whether the beach vulnerability curve (BVC) obtained from the SLRM is valid, it was compared with the long-term shoreline observation data conducted at Maengbang Beach. For the past 9 years, sand sampling and shoreline observations were performed at Maengbang Beach about 5 times a year. However, since observations were performed in time intervals of several months, the direct comparison with model results was impossible, so a comparative analysis through statistical analysis of shoreline variability was performed. The variability of the shoreline for each reference point followed a normal distribution with a standard deviation of approximately 7.1 m. As a result of comparing the BVC results obtained from these statistical characteristics with those obtained from the model, significant similarity was shown in the high wave condition. Finally, the model was performed on two factors (mean wave height and peak wave height) which appear in SWSF and three factors (wave energy at breaking point, beach response factor and beach recovery factor) which appear in SLRM, and by analyzing the results, an approximate formula for the BVC is derived. This novel BVC approximation equation provides an intuitive understanding of the factors that affect beach vulnerability as well as their importance, and estimates the beach buffer section required to prevent coastal facilities from being damaged by erosion during a specific period. The results of this study can help limit reckless coastal development and mitigate erosion damage.

Beach Stability on a Tropical Uplifted Coral Atoll: Niue Island

<p>Fundamental knowledge about the change and dynamics, and what thresholds drive sediment accumulation in tropical reef settings are poor. Little is also known about how they may respond to the higher and stormier seas that are predicted in an enhanced greenhouse world. Niue's rocky shore setting and the regular occurrence of small isolated pocket-beaches provides an ideal environment to investigate key factors that drive beaches to accumulate or erode within a tropical reef setting. Niue is the largest uplifted coral atoll in the world, covering an area of 200 km^2 and rising to 70 m above sea level. The island is characterised by a series of Pleistocene reef terraces with distinct platforms forming at the base at approximate mean sea level. Lateral reef growth at sea level is juxtaposed with landward retreat of the limestone cliffs leading to the formation of shore platforms. Geomorphological surveys of 9 sites revealed a combined reef platform width of up to 150 m with the widest section found on the leeward side of the island on the north western coast and the narrowest (<30 m) being located on the more exposed south eastern coast. Therefore, their distribution is likely related to the energy environment around the island. Beaches up to 12 m wide and 50 m long are only found in protected coves along the shoreline. Their development is determined by platform width, with beaches only occurring in areas where platform width is more than 60 m. While distance from the reef crest played a role in dissipating wave energy across the platform therefore reducing beach erosion, beach stability is reliant the morphology of the underlying ramp on the landward edge of the platform. Beaches increased in width at higher elevations therefore implying that a higher ramp can effectively reduce the amount of wave energy reaching the landward edge of the beach resulting in the accumulation of sediment. Composition analysis of 51 samples reveal that the Niuean beaches are largely composed of unconsolidated bioclastic sand and gravels derived from the surrounding reef platform. They are characterised by an assemblage of chlorozoan carbonates typical of tropical areas, in which coral and coralline algae are prominent (>50%) except on the north western platforms (Hio and Tuapa) where foraminifera is the key component. Radiocarbon dating further indicates the youth of these beaches returning modern ages for reef flat microatolls as well as the beach sand itself. These sedimentary environments on Niue are therefore intrinsically linked to the platform biota and their preservation also dependent on the frequency of cyclones. The fast recovery of the foraminifera-rich north western beaches following Tropical Cyclone Heta (2004) is an indication that the foraminifera community can re-establish quicker after cyclones. This therefore confirms that the beaches are highly dynamic, and build out or erode during alternated calm and stormy conditions. The close links between beach accumulation and their biotic communities will be strongly affected by human-induced climate change, likely leading to the beaches becoming more ephemeral in the future.</p>

Beach Stability on a Tropical Uplifted Coral Atoll: Niue Island

<p>Fundamental knowledge about the change and dynamics, and what thresholds drive sediment accumulation in tropical reef settings are poor. Little is also known about how they may respond to the higher and stormier seas that are predicted in an enhanced greenhouse world. Niue's rocky shore setting and the regular occurrence of small isolated pocket-beaches provides an ideal environment to investigate key factors that drive beaches to accumulate or erode within a tropical reef setting. Niue is the largest uplifted coral atoll in the world, covering an area of 200 km^2 and rising to 70 m above sea level. The island is characterised by a series of Pleistocene reef terraces with distinct platforms forming at the base at approximate mean sea level. Lateral reef growth at sea level is juxtaposed with landward retreat of the limestone cliffs leading to the formation of shore platforms. Geomorphological surveys of 9 sites revealed a combined reef platform width of up to 150 m with the widest section found on the leeward side of the island on the north western coast and the narrowest (<30 m) being located on the more exposed south eastern coast. Therefore, their distribution is likely related to the energy environment around the island. Beaches up to 12 m wide and 50 m long are only found in protected coves along the shoreline. Their development is determined by platform width, with beaches only occurring in areas where platform width is more than 60 m. While distance from the reef crest played a role in dissipating wave energy across the platform therefore reducing beach erosion, beach stability is reliant the morphology of the underlying ramp on the landward edge of the platform. Beaches increased in width at higher elevations therefore implying that a higher ramp can effectively reduce the amount of wave energy reaching the landward edge of the beach resulting in the accumulation of sediment. Composition analysis of 51 samples reveal that the Niuean beaches are largely composed of unconsolidated bioclastic sand and gravels derived from the surrounding reef platform. They are characterised by an assemblage of chlorozoan carbonates typical of tropical areas, in which coral and coralline algae are prominent (>50%) except on the north western platforms (Hio and Tuapa) where foraminifera is the key component. Radiocarbon dating further indicates the youth of these beaches returning modern ages for reef flat microatolls as well as the beach sand itself. These sedimentary environments on Niue are therefore intrinsically linked to the platform biota and their preservation also dependent on the frequency of cyclones. The fast recovery of the foraminifera-rich north western beaches following Tropical Cyclone Heta (2004) is an indication that the foraminifera community can re-establish quicker after cyclones. This therefore confirms that the beaches are highly dynamic, and build out or erode during alternated calm and stormy conditions. The close links between beach accumulation and their biotic communities will be strongly affected by human-induced climate change, likely leading to the beaches becoming more ephemeral in the future.</p>

Littoral drift analysis based on long-term observation of mesotidal beach profile in Kuta Beach, Bali for coastal retreat assessment

The beach profile survey in the intertidal zone is crucial for a temporal variability study of shoreline and beach profile change for coastal management. The combination of numerical modelling and field data has proven to be successful in identifying the primary hydrodynamic and sediment transport processes such as littoral and cross-shore drift. Those parameters are relevant to the sandbar migration process and shoreline changes. The purpose of the present study is to analyse the littoral drift that caused temporal variability shoreline change in mesotidal beach for coastal retreat mitigation. Beach profile data of Kuta Beach was analyzed by 7 years of long-term field observation data both east monsoon and west monsoon situation. The shoreline definition used mean sea level (MSL)1.3 m and high water level (HWL) 2.6 m as reference. By using the MeEPASoL program as a graphical user interface program, shoreline changes converging to an equilibrium state can be simulated by taking into account the existing breakwater. Temporal shoreline position resulting from littoral drift and beach width change from its initial position is estimated for coastal erosion analysis. The result showed that dominantly, the littoral drift pattern moved from south to north. Furthermore, this study can be used in the process of identifying the primary hydrodynamic analysis in erosion disaster management as assessment of the beach erosion.