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24 pages, 6253 KiB  
Article
WRF-ROMS-SWAN Coupled Model Simulation Study: Effect of Atmosphere–Ocean Coupling on Sea Level Predictions Under Tropical Cyclone and Northeast Monsoon Conditions in Hong Kong
by Ngo-Ching Leung, Chi-Kin Chow, Dick-Shum Lau, Ching-Chi Lam and Pak-Wai Chan
Atmosphere 2024, 15(10), 1242; https://doi.org/10.3390/atmos15101242 - 17 Oct 2024
Viewed by 192
Abstract
The Hong Kong Observatory has been using a parametric storm surge model to forecast the rise of sea level due to the passage of tropical cyclones. This model includes an offset parameter to account for the rise in sea level due to other [...] Read more.
The Hong Kong Observatory has been using a parametric storm surge model to forecast the rise of sea level due to the passage of tropical cyclones. This model includes an offset parameter to account for the rise in sea level due to other meteorological factors. By adding the sea level rise forecast to the astronomical tide prediction using the harmonic analysis method, coastal sea level prediction can be produced for the sites with tidal observations, which supports the high water level forecast operation and alert service for risk assessment of sea flooding in Hong Kong. The Coupled Ocean-Atmosphere-Wave-Sediment Transport (COAWST) Modelling System, which comprises the Weather Research and Forecasting (WRF) Model and Regional Ocean Modelling System (ROMS), which in itself is coupled with wave model WaveWatch III and nearshore wave model SWAN, was tested with tropical cyclone cases where there was significant water level rise in Hong Kong. This case study includes two super typhoons, namely Hato in 2017 and Mangkhut in 2018, three cases of the combined effect of tropical cyclone and northeast monsoon, including Typhoon Kompasu in 2021, Typhoon Nesat and Severe Tropical Storm Nalgae in 2022, as well as two cases of monsoon-induced sea level anomalies in February 2022 and February 2023. This study aims to evaluate the ability of the WRF-ROMS-SWAN model to downscale the meteorological fields and the performance of the coupled models in capturing the maximum sea levels under the influence of significant weather events. The results suggested that both configurations could reproduce the sea level variations with a high coefficient of determination (R2) of around 0.9. However, the WRF-ROMS-SWAN model gave better results with a reduced RMSE in the surface wind and sea level anomaly predictions. Except for some cases where the atmospheric model has introduced errors during the downscaling of the ERA5 dataset, bias in the peak sea levels could be reduced by the WRF-ROMS-SWAN coupled model. The study result serves as one of the bases for the implementation of the three-way coupled atmosphere–ocean–wave modelling system for producing an integrated forecast of storm surge or sea level anomalies due to meteorological factors, as well as meteorological and oceanographic parameters as an upgrade to the two-way coupled Operational Marine Forecasting System in the Hong Kong Observatory. Full article
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Figure 1
<p>Model domains used in the atmospheric, ocean and wave models, in which ‘SCS_PAC’ domain covers the South China Sea and western North Pacific, ‘NSCS’ the northern part of the South China Sea, ‘SHK’ the south of Hong Kong, and ‘HKW’ the Hong Kong waters.</p>
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<p>A schematic diagram illustrating the coupling and data flow between different models. Two-way coupling refers to current–wave coupling, and three-way coupling is current–wave–atmosphere coupling.</p>
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<p>Location of tide observations in the innermost domain ‘HKW’ of the ocean model used in this study.</p>
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<p>Comparison of TC tracks from ERA5 input for two-way coupling runs (circle) and predicted by WRF in three-way coupling runs (triangle), with HKO TC best-track data (cross) for different TC cases in this study.</p>
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<p>Comparison of mean sea level pressure and 10 m wind speed from ERA5 input for two-way coupling model simulations (red) and predicted by WRF model in three-way coupling model simulations (blue) against observations (black) at weather station WGL for different weather cases.</p>
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<p>Scatter plots of 10 m wind speed from ERA5 input for two-way coupling model simulations (red) and predicted by WRF in three-way coupling model simulations (blue) against observations at weather stations WGL for different weather cases.</p>
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<p>Scatter plots of sea level predicted by two-way (red) and three-way coupling simulations (blue) against observations at various tide stations for different weather cases. Values before 24 h forecast were excluded to eliminate the effect of model spin-up.</p>
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<p>Scatter plots of sea level bias (in metres) during maxima at different tide stations from the forecasts by three-way coupling model versus two-way coupling model for extreme storm surge cases (square) Hato (orange) and Mangkhut (red), combined effect of TC and monsoon cases (circle) Kompasu (deep blue), Nesat (light blue) and Nalgae (green), and monsoon-induced sea level anomalies cases (triangle) in February 2022 (pink) and February 2023 (violet).</p>
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<p>Comparison of sea levels predicted by two-way (red) and three-way (blue) coupling simulations against observation (black) and predicted astronomical tide (green) at QUB, TBT and TPK tide stations. The times when SMS or TC warning signals were in force are shaded in light and dark grey, respectively.</p>
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<p>Comparison of the surface wind field from the ERA5 reanalysis dataset in the two-way coupling simulation (left) and that predicted by the atmospheric model in the three-way coupling simulation (right) when Hato (2017) was near Hong Kong.</p>
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<p>Comparison of the track of Mangkhut from the three-way coupling simulations using the 0.25-degree resolution ERA5 reanalysis dataset (triangle) for the initial and boundary conditions and that using the 0.125-degree resolution ECMWF forecasts (circle) against the HKO’s TC best track.</p>
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15 pages, 4580 KiB  
Article
A Study on the Pre-Survey and Plan for the Establishment of the Korean Typhoon Impact-Based Forecast
by Hana Na and Woo-Sik Jung
Atmosphere 2024, 15(10), 1236; https://doi.org/10.3390/atmos15101236 - 16 Oct 2024
Viewed by 285
Abstract
The intensity of typhoons affecting the Korean Peninsula has been rapidly increasing, resulting in significant damage. Notably, this intensification correlates with the rise in Sea Surface Temperature (SST) in the western Pacific Ocean and surrounding sea areas, where typhoons that impact the Korean [...] Read more.
The intensity of typhoons affecting the Korean Peninsula has been rapidly increasing, resulting in significant damage. Notably, this intensification correlates with the rise in Sea Surface Temperature (SST) in the western Pacific Ocean and surrounding sea areas, where typhoons that impact the Korean Peninsula originate and develop. The SST in these regions is increasing at a faster rate than the global average. Typhoon-related meteorological disasters are not isolated events, such as strong winds, heavy rains, or storm surges, but rather multi-hazard occurrences that can affect different areas simultaneously. As a result, preparation and evaluation must address multi-hazard disasters, rather than focusing on individual weather phenomena. This study develops the Typhoon Ready System (TRS) to improve impact-based forecasting in Korea, in response to the growing threat of multi-hazard weather disasters. By providing region-specific pre-disaster information, the TRS enables local governments and individuals to better prepare for and mitigate the impacts of typhoons. The system will be continuously refined in collaboration with the U.S. Weather-Ready Nation (WRN), which possesses advanced impact forecasting capabilities. The findings of this study offer a crucial framework for enhancing Korea’s ability to forecast and respond to the escalating threats posed by typhoons. By utilizing the TRS, it will be possible to assess the risks of various multi-hazard weather disasters specific to each region during the typhoon forecast period, and the relevant data can be efficiently applied at both the individual and local government levels for typhoon prevention efforts. The system will be continuously improved through cooperation with the U.S. WRN, leveraging their advanced impact forecasting systems. It is expected that the TRS will enhance the accuracy of typhoon impact forecasts, which have been responsible for significant damage in Korea. Full article
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<p>Typhoon frequency and rate of change on the Korean Peninsula by year.</p>
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<p>Meteorological data and rate of change by year of typhoon.</p>
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<p>United States and Japan’s typhoon impact-based forecast composition [<a href="#B3-atmosphere-15-01236" class="html-bibr">3</a>,<a href="#B4-atmosphere-15-01236" class="html-bibr">4</a>].</p>
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<p>Typhoon impact-based forecasting system applicable to Korean Peninsula (Typhoon Ready System) [<a href="#B20-atmosphere-15-01236" class="html-bibr">20</a>,<a href="#B21-atmosphere-15-01236" class="html-bibr">21</a>,<a href="#B22-atmosphere-15-01236" class="html-bibr">22</a>].</p>
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<p>Algorithm for calculating risk index in the Typhoon Ready System.</p>
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<p>Number of old buildings by administrative district in 2002 and 2021.</p>
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<p>Figure showing the degree of urbanization of coastal cities [<a href="#B3-atmosphere-15-01236" class="html-bibr">3</a>].</p>
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<p>Figures showing the precipitation of hazard factors, the impermeability of vulnerable factors, river density, and HRI during Typhoon Rusa.</p>
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29 pages, 25174 KiB  
Article
Effect of Bed Material on Roughness and Hydraulic Potential in Filyos River
by Berna Aksoy, Melisa Öztürk and İsmail Hakkı Özölçer
Water 2024, 16(20), 2934; https://doi.org/10.3390/w16202934 (registering DOI) - 15 Oct 2024
Viewed by 299
Abstract
Seasonal changes, sea level rise, and global warming make flood events more frequent, which necessitates watershed management and efficient use of water resources. In this context, understanding the hydrodynamic behavior of basins is critical for the development of flood prevention strategies. The contributions [...] Read more.
Seasonal changes, sea level rise, and global warming make flood events more frequent, which necessitates watershed management and efficient use of water resources. In this context, understanding the hydrodynamic behavior of basins is critical for the development of flood prevention strategies. The contributions of hydrological and hydraulic modeling techniques in this process are among the key determinants of sustainable water resources management. The Filyos Sub-Basin, located in the Western Black Sea Basin, stands out as one of the regions where flood risk assessment is a priority, as it has two important floodplains. This study aims to analyze the flood risk in the Filyos River Sub-Basin with hydraulic modeling methods, and to determine the Manning roughness coefficient. In the study, the parameters affecting the roughness of the river bed were analyzed using the Cowan method, and the effects of vegetation on river bed resistance were evaluated in the laboratory environment. Flood simulations were carried out for four different flow rates (Q1000, Q500, Q100 and Q50) using the HEC-RAS model, and the performance of flood protection structures were analyzed. The findings show that a significant portion of the existing protection structures are unable to meet the potential flood flows, which can cause serious damage to residential and agricultural areas. In basins with limited historical discharge data, such as the Filyos River, these findings provide important contributions to sustainable water resources management and regional planning processes. The results of the study serve as a reference for flood risk assessment, not only for the Filyos River Basin, but also for other basins with similar hydrodynamic characteristics. It is envisaged that future research, supported by larger data sets, can improve the accuracy of flood simulations. Furthermore, the Cowan method and HEC-RAS model used in this study are expected to contribute to strategic planning and engineering solutions to minimize flood risk in other watershed management projects. In future studies, we plan to further develop methodological approaches for determining the roughness coefficient, and to address applications to increase the effectiveness of flood protection structures. Full article
(This article belongs to the Section Hydraulics and Hydrodynamics)
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<p>Location of the study area: (<b>a</b>) Western Black Sea Basin, (<b>b</b>) Filyos River Basin, (<b>c</b>) Filyos River.</p>
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<p>The flowchart of the study.</p>
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<p>Satellite image of observation regions in the Filyos River [<a href="#B31-water-16-02934" class="html-bibr">31</a>].</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>1000</sub> for section 68851.</p>
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<p>Flood spread at section 68851.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>1000</sub> section 63692.</p>
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<p>Flood spread at section 63692.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>1000</sub> section 64855.</p>
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<p>Flood spread at section 64855.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>1000</sub> section 10482.</p>
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<p>Flood spread at section 10482.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>500</sub> section 68851.</p>
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<p>Flood spread at section 68851.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>500</sub> section 63692.</p>
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<p>Flood spread at section 63692.</p>
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<p>The comparison of output variables regarding flow rate at 10482.</p>
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<p>Flood spread at section 10482.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>500</sub> section 64855.</p>
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<p>Flood spread at section 64855.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>100</sub> section 64855.</p>
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<p>Flood spread at section 64855.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>100</sub> section 10482.</p>
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<p>Flood spread at section 10482.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>100</sub> section 68851.</p>
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<p>Flood spread at section 68851.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>100</sub> section 63692.</p>
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<p>Flood spread at section 63692.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>50</sub> section 68851.</p>
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<p>Flood spread at section 68851.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>50</sub> section 64855.</p>
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<p>Flood spread at section 64855.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>50</sub> section 63692.</p>
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<p>Flood spread at section 63692.</p>
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<p>The comparison of output variables regarding flow rate at Q<sub>50</sub> section 10482.</p>
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<p>Flood spread at section 10482.</p>
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<p>Images from the July 2023 floods: Saltukova (<b>A</b>) and Saltukova bridge looking upstream (<b>B</b>), Çaycuma (<b>C</b>) and Saltukova Airport (<b>D</b>), and Saltukova Airport upstream (<b>E</b>) and Saltukova Airport downstream (<b>F</b>).</p>
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14 pages, 6811 KiB  
Article
Coastal Vulnerability Impact Assessment under Climate Change in the Arctic Coasts of Tromsø, Norway
by Polyxeni Toumasi, George P. Petropoulos, Spyridon E. Detsikas, Kleomenis Kalogeropoulos and Nektarios Georgios Tselos
Earth 2024, 5(4), 640-653; https://doi.org/10.3390/earth5040033 - 14 Oct 2024
Viewed by 261
Abstract
Arctic coastlines are the most vulnerable regions of the Earth, and local communities in those areas are being affected by rising sea levels and temperature. Therefore, Earth Observation combined with up-to-date geoinformation tools offers a dependable, cost-effective, and time-efficient approach to understanding the [...] Read more.
Arctic coastlines are the most vulnerable regions of the Earth, and local communities in those areas are being affected by rising sea levels and temperature. Therefore, Earth Observation combined with up-to-date geoinformation tools offers a dependable, cost-effective, and time-efficient approach to understanding the socioeconomic impact of climate changes in Arctic coastal areas. A promising approach is the Coastal Vulnerability Index (CVI), which takes into account different factors such as geomorphology, sea factors, and shoreline retreat or advance, to estimate the grade of vulnerability of a coastal area. Notwithstanding its potential, its application in the Arctic is still challenging. This study targets to estimate CVI to value the vulnerability of the coastal areas of Norway located in the Arctic. For the application of CVI and specifically for geomorphological and sea factors, data were acquired from international and national institutes. After the collection of all the necessary parameters for CVI was completed, all datasets were imported into a GIS software program (ArcGIS Pro) where the vulnerability classes of CVI were estimated. The results show that most of the coast of Northern Norway is characterized by a low to high degree of vulnerability, while in the island of Tromsø the vulnerability is mainly high and very high. Full article
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<p>The geographical location of Tromsø Municipality. Red line depicts the municipality borders (Tromsø, Norway).</p>
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<p>Flowchart of the methodology used in this study.</p>
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<p>Vulnerability of each parameter of CVI (%).</p>
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<p>Vulnerability of each parameter of CVI (<b>a</b>) geomorphology, (<b>b</b>) relative sea level change, (<b>c</b>) shoreline erosion/accretion, (<b>d</b>) coastal slope, (<b>e</b>) mean tide range, and (<b>f</b>) mean wave height. The different levels of vulnerability are shown using a bivariate color palette, with red color hues indicating a high degree of vulnerability while green hues show a low level of vulnerability.</p>
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<p>Map of the resulting CVI classes in the municipality of Tromsø. The different levels of vulnerability are area shown using a bivariate color palette, with red color hues indicating a high degree of vulnerability with green hues showing a low level of vulnerability.</p>
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<p>CVI bar chart for coastline vulnerability classes (%).</p>
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<p>Coastal Vulnerability Index of Tromsø island. The different levels of vulnerability are areas shown using a bivariate color palette, with red color hues indicating a high degree of vulnerability while green hues show a low level of vulnerability.</p>
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19 pages, 10838 KiB  
Article
Are Beaches Losing Their Capacity to Receive Holidaymakers? The Case of Ofir, Portugal
by Sara Silva, Jorge Novais, António Vieira and Tiago Marques
Sustainability 2024, 16(20), 8891; https://doi.org/10.3390/su16208891 - 14 Oct 2024
Viewed by 434
Abstract
Coastlines are suffering from the effects of erosive processes, the decrease in sediment supply, the rise in mean sea level, and the construction of coastal infrastructure and drainage works, which are further exacerbated by global climate change. The area of the Parque Natural [...] Read more.
Coastlines are suffering from the effects of erosive processes, the decrease in sediment supply, the rise in mean sea level, and the construction of coastal infrastructure and drainage works, which are further exacerbated by global climate change. The area of the Parque Natural do Litoral Norte (North Coast Natural Park) reveals worsening erosion rates and the transformations directly affect the natural resources that support tourism activities, particularly beach and nature tourism. As part of the CLICTOUR project, we have selected the coastline from Restinga de Ofir to Bonança Beach as a case study. The ESRI ArcGIS software and the Digital Shoreline Analysis System (DSAS) were used to quantify coastline migration and identify the impacts on beach morphology between 2010 and 2023. Based on this information, we calculated changes in carrying capacity and scenarios for visitor usage availability to ensure the protection of fauna and flora, as well as the safety of beachgoers. The results of the linear regression rate confirm the coastline has retreated during the period analyzed (2010–2023). The outcome of these dynamics is noticeable in the beach area, promoting its reduction in area and leisure quality. Considering climate change, this study shows the importance of developing resilience strategies for coastal territories that serve as traditional summer destinations. Full article
(This article belongs to the Special Issue New Trends in Sustainable Tourism—2nd Edition)
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<p>Context of Restinga de Ofir, Ofir Beach, and Bonança Beach.</p>
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<p>Coastline evolution between 2010 and 2023 and photographic records. Source: shoreline evolution derived from flights conducted in April 2023. Photographic records of Ofir and Bonança beaches, captured on 8 April 2023. Photographic records of Restinga de Ofir captured on 12 November 2022.</p>
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<p>Photographic records of Bonança Beach. Source: photos captured on 16 June 2022, at Bonança Beach.</p>
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22 pages, 7116 KiB  
Article
Regional Mean Sea Level Variability Due to Tropical Cyclones: Insights from August Typhoons
by MyeongHee Han, SungHyun Nam and Hak-Soo Lim
J. Mar. Sci. Eng. 2024, 12(10), 1830; https://doi.org/10.3390/jmse12101830 - 14 Oct 2024
Viewed by 458
Abstract
This study investigates the interannual variations in regional mean sea levels (MSLs) of the northeast Asian marginal seas (NEAMS) during August, focusing on the role of typhoon activity from 1993 to 2019. The NEAMS are connected to the Pacific through the East China [...] Read more.
This study investigates the interannual variations in regional mean sea levels (MSLs) of the northeast Asian marginal seas (NEAMS) during August, focusing on the role of typhoon activity from 1993 to 2019. The NEAMS are connected to the Pacific through the East China Sea (ECS) and narrow, shallow straits in the east, where inflow from the southern boundary (ECS), unless balanced by eastern outflow, leads to significant convergence or divergence, as well as subsequent changes in regional MSLs. Satellite altimetry and tide-gauge data reveal that typhoon-induced Ekman transport plays a key role in MSL variability, with increased inflow raising MSLs during active typhoon seasons. In contrast, weak typhoon activity reduces inflow, resulting in lower MSLs. This study’s findings have significant implications for coastal management, as the projected changes in tropical cyclone frequency and intensity due to climate change could exacerbate sea level rise and flooding risks. Coastal communities in the NEAMS region will need to prioritize enhanced flood defenses, early warning systems, and adaptive land use strategies to mitigate these risks. This is the first study to link typhoon frequency directly to NEAMS MSL variability, highlighting the critical role of wind-driven processes in regional sea level changes. Full article
(This article belongs to the Special Issue Air-Sea Interaction and Marine Dynamics)
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<p>Domains of the NEAMS (gray shading), including Area A, where typhoon activity was assessed; Areas B and C, where inflow and outflow occur, respectively (black arrows indicate basic flow transport); and Areas D and E, which are related to time series of zonal and meridional winds. Typhoon tracks are superimposed with symbol sizes and color scales according to maximum sustained wind speeds of 17, 33, 43, 49, 58, and 70 m s<sup>−1</sup> for the months of August from 1993 to 2019. ES, YS, BS, ECS, SCS, SO, and PO denote the East Sea (Sea of Japan), Yellow Sea, Bohai Sea, East China Sea, South China Sea, Sea of Okhotsk, and Pacific Ocean, respectively. KS, TAS, TSS, and SS represent the Korea/Tsushima Strait, Taiwan Strait, Tsugaru Strait, and Soya Straits, respectively.</p>
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<p>Time series of the summer (August) MSLs in the NEAMS region from 1993 to 2019, based on satellite altimetry (red open circles) and tide-gauge observations (black open squares), both adjusted to exclude the inverted barometer effect. The tide-gauge data have been referenced to a common vertical datum to match the MSL with satellite altimetry over the 27-year period. Dashed red and black dotted lines indicate the respective trends for satellite and tide-gauge measurements.</p>
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<p>Time series of the detrended summer NEAMS MSL anomalies (black filled diamond) derived from satellite altimetry data, SLC by Ekman transport anomaly in Area B (red filled square), and SLC by Ekman transport anomaly differences between Areas B and C (red open triangle), derived from ERA5 data from 1993 to 2019. The correlation coefficients between the NEAMS MSL and SLC by Ekman transport anomaly in Area B and between the NEAMS MSL and SLC by Ekman transport anomaly differences between Areas B and C are both 0.65 (<span class="html-italic">p</span>-value &lt; 0.01).</p>
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<p>(<b>a</b>) Time series of detrended summer NEAMS MSL anomalies (black solid line) derived from satellite altimetry data and typhoon occurrence in the ECS (red dashed line) from 1993 to 2019. Summers with relatively high MSL changes (<span class="html-italic">Period H</span>; &gt;2 cm, black solid diamonds) are denoted by orange and green shading, while summers with relatively low MSL changes (<span class="html-italic">Period L</span>; &lt;−2 cm) are denoted by black-filled diamonds. During each summer throughout <span class="html-italic">Period H</span>, three or more typhoons passed through Area A (red solid circles), with the exception of the summers of 2001 and 2002 (green shading,) while two or fewer typhoons occurred during each summer of <span class="html-italic">Period L</span> (red open circles) (correlation coefficient = 0.54; <span class="html-italic">p</span>-value &lt; 0.01). Error bar indicates the positive and negative standard deviations of daily detrended summer NEAMS MSL. Time series of detrended summer (<b>b</b>) ES (green triangle, correlation coefficient = 0.49; <span class="html-italic">p</span> = 0.01) and (<b>c</b>) YS (blue square, correlation coefficient = 0.55; <span class="html-italic">p</span>-value &lt; 0.01) MSL anomalies derived from satellite altimetry data from 1993 to 2019. Error bar indicates the positive and negative standard deviations of daily detrended summer ES and YS MSLs.</p>
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<p>Surface wind stress vectors (black arrows) and typhoon tracks (dotted lines) for (<b>a</b>) composite <span class="html-italic">Period H</span> and (<b>b</b>) composite <span class="html-italic">Period L</span>. The legend for dotted lines can be found in the upper-left corner with criteria for maximum wind speed in m s<sup>−1</sup> similar to <a href="#jmse-12-01830-f001" class="html-fig">Figure 1</a>. Area A and coastlines are denoted by red dashed box and gray lines, respectively.</p>
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<p>Surface wind stress vectors (black arrows) and typhoon tracks (dotted lines) in (<b>a</b>) 2001 and (<b>b</b>) 2002. Area A and coastlines are denoted by a red dashed box and gray lines, respectively.</p>
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<p>Time series of hourly zonal and meridional winds averaged over (<b>a</b>) Area D, summer 2001, and (<b>b</b>) Area E, summer 2002, are plotted using blue squares and red circles, respectively. Monthly mean zonal and meridional winds and zero wind speed lines are represented by the dotted blue and red horizontal lines and solid black lines, respectively. Gray shading represents typhoons Pabuk and Rusa during 19–20 August 2001 and 30–31 August 2002, respectively.</p>
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<p>(<b>a</b>) Correlation map of MSL atmospheric pressure changes related to NEAMS MSL changes during August 1993–2019. In (<b>a</b>), contour intervals are 0.05, and correlations with confidence levels &lt; 90% are discarded. Schematics demonstrate the ocean inflow and outflow (black filled arrows) of the NEAMS and NEAMS MSL anomalies (red and blue) in August driven by (<b>b</b>,<b>c</b>) convergence and (<b>d</b>) divergence during <span class="html-italic">Periods H</span> and <span class="html-italic">L</span>, respectively, related to inflow Ekman transport (black open arrows) induced by wind (blue shaded arrows). In (<b>b</b>), the large L represents the typhoon center. Composite sea level (ADT) anomalies for (<b>b</b>) <span class="html-italic">Period H</span>, (<b>c</b>) summers of 2001 and 2002, and (<b>d</b>) <span class="html-italic">Period L</span> in August obtained from satellite altimeters are indicated using colors.</p>
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<p>Time series of detrended summer NEAMS MSL anomalies derived from satellite altimetry data (black open diamonds, NEAMS) by heat transport (red open circles, HT) and salt transport (blue open squares, ST) differences in anomalies over the ESC (Area B) and the Tsugaru and Soya Straits, by net surface heat flux (magenta asterisk, HF) derived from the Ocean Reanalysis System 5 (ORAS5), and by subtracting MSL by HT, ST, and HF from altimetry MSL (green open triangle, mass transport (MT)) from 1993 to 2019.</p>
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21 pages, 4833 KiB  
Article
Remote Sensing and Assessment of Compound Groundwater Flooding Using an End-to-End Wireless Environmental Sensor Network and Data Model at a Coastal Cultural Heritage Site in Portsmouth, NH
by Michael R. Routhier, Benjamin R. Curran, Cynthia H. Carlson and Taylor A. Goddard
Sensors 2024, 24(20), 6591; https://doi.org/10.3390/s24206591 - 13 Oct 2024
Viewed by 493
Abstract
The effects of climate change in the forms of rising sea levels and increased frequency of storms and storm surges are being noticed across many coastal communities around the United States. These increases are impacting the timing and frequency of tidal and rainfall [...] Read more.
The effects of climate change in the forms of rising sea levels and increased frequency of storms and storm surges are being noticed across many coastal communities around the United States. These increases are impacting the timing and frequency of tidal and rainfall influenced compound groundwater flooding events. These types of events can be exemplified by the recent and ongoing occurrence of groundwater flooding within building basements at the historic Strawbery Banke Museum (SBM) living history campus in Portsmouth, New Hampshire. Fresh water and saline groundwater intrusion within basements of historic structures can be destructive to foundations, mortar, joists, fasteners, and the overlaying wood structure. Although this is the case, there appears to be a dearth of research that examines the use of wireless streaming sensor networks to monitor and assess groundwater inundation within historic buildings in near-real time. Within the current study, we designed and deployed a three-sensor latitudinal network at the SBM. This network includes the deployment and remote monitoring of water level sensors in the basements of two historic structures 120 and 240 m from the river, as well as one sensor within the river itself. Groundwater salinity levels were also monitored within the basements of the two historic buildings. Assessments and model results from the recorded sensor data provided evidence of both terrestrial rainfall and tidal influences on the flooding at SBM. Understanding the sources of compound flooding within historic buildings can allow site managers to mitigate better and adapt to the effects of current and future flooding events. Data and results of this work are available via the project’s interactive webpage and through a public touchscreen kiosk interface developed for and deployed within the SBM Rowland Gallery’s “Water Has a Memory” exhibit. Full article
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<p>Aerial Image looking south over the central green and a portion of the historic houses on the Strawbery Banke Museum campus in Portsmouth, New Hampshire. (Photo by: Taylor Goddard © 2023).</p>
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<p>Diagram of the Strawbery Banke Museum Environmental Sensor Network consisting of sensors, data loggers, a cloud server, a data and web server, and public-facing interfaces.</p>
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<p>Map of Strawbery Banke Museum Environmental Sensor Node Network within the South End of Portsmouth, New Hampshire.</p>
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<p>Installation of an MX2001-04-TI-S OnSet© water level sensor and a pHionics© STs series conductivity/salinity sensor located along the side of a drain pipe within a sump pump pit in the Jones house basement.</p>
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<p>Image of Rodney Rowland, Director of Environmental Sustainability, and Dr. Alix Martin, Archeologist of the Strawbery Banke Museum, utilizing its Sensor Network Touch Screen Kiosk found in the Rowland Gallery, “Water Has a Memory” exhibit.</p>
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<p>Graph portraying typical tidal variation in water level at the Piscataqua River sensor node. High tides vary from approximately 0.5 m above mean water to over 2 m above mean water.</p>
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<p>Graphs portraying Shapley Drisco Pridham (SDP) house. (<b>a</b>) Basement water levels from 3 March to 13 March 2024. (<b>b</b>) Daily average basement water levels vs. daily sum of precipitation. (<b>c</b>) Daily average basement water levels vs. daily high tide. (<b>d</b>) Daily average basement water levels vs. daily high tides &gt; 1.2 m.</p>
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<p>Graph portraying Shapley Drisco Pridham (SDP) house salinity levels (black, left axis) in basement water and precipitation (blue, right axis) measured at the Pease Air Force Base, Portsmouth, NH.</p>
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<p>Graphs portraying Jones house. (<b>a</b>) Basement water levels from 3 March to 13 March 2024. (<b>b</b>) Daily average basement water levels vs. daily sum of precipitation. (<b>c</b>) Daily average basement water levels vs. daily high tides. (<b>d</b>) Daily average basement water level vs. daily high tides &gt; 1.2 m.</p>
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<p>Graph portraying Jones house salinity levels (black, left axis) in basement water and precipitation (blue, right axis) measured at the Pease Air Force Base, Portsmouth, NH.</p>
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9 pages, 1033 KiB  
Data Descriptor
A Dataset of Two-Dimensional XBeach Model Set-Up Files for Northern California
by Andrea C. O’Neill, Kees Nederhoff, Li H. Erikson, Jennifer A. Thomas and Patrick L. Barnard
Data 2024, 9(10), 118; https://doi.org/10.3390/data9100118 - 11 Oct 2024
Viewed by 455
Abstract
Here, we describe a dataset of two-dimensional (2D) XBeach model files that were developed for the Coastal Storm Modeling System (CoSMoS) in northern California as an update to an earlier CoSMoS implementation that relied on one-dimensional (1D) modeling methods. We provide details on [...] Read more.
Here, we describe a dataset of two-dimensional (2D) XBeach model files that were developed for the Coastal Storm Modeling System (CoSMoS) in northern California as an update to an earlier CoSMoS implementation that relied on one-dimensional (1D) modeling methods. We provide details on the data and their application, such that they might be useful to end-users for other coastal studies. Modeling methods and outputs are presented for Humboldt Bay, California, in which we compare output from a nested 1D modeling approach to 2D model results, demonstrating that the 2D method, while more computationally expensive, results in a more cohesive and directly mappable flood hazard result. Full article
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<p>(<b>A</b>) Map of the northern California study area. Blue boxes show footprints of the XBeach domains across the study area in northern California. (<b>B</b>) Map of Humboldt Bay and grid27 placement (light blue) and area used for comparisons in <a href="#sec3dot4-data-09-00118" class="html-sec">Section 3.4</a> (yellow). The 10-m and 20-m contours are shown in green and dark blue, respectively.</p>
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<p>(<b>A</b>) Elevations of water level from one-dimensional (1D) and two-dimensional (2D) XBeach models along a section of coast north of the harbor mouth (<a href="#data-09-00118-f001" class="html-fig">Figure 1</a>B): 1D runup (blue), frequency-filtered 1D runup (used in prior methodology for flood-extent generation; yellow), and 2D runup (red). Elevations are calculated and shown at cross-shore transects. Different coastal segments (with varying dune system elevations and similar runup behavior) are denoted by light blue-gray lines; each segment’s average runup elevations +/− standard deviations are shown for both 1D (runup as blue; frequency-filtered runup as yellow) and 2D (red) models. (<b>B</b>) Top-down view of 1D (blue) and 2D (red) runup location along cross-shore transects (dark gray) for the same coastal region as A. Coastal segments are denoted by light gray lines, corresponding to A. Maximum water depth derived from the 2D XBeach model run for the simulated 100-year storm event (maximum flood depth calculated over the entire simulation of one tidal cycle) is also shown.</p>
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25 pages, 3175 KiB  
Article
Exploring Deep Learning Methods for Short-Term Tide Gauge Water Level Predictions
by Marina Vicens-Miquel, Philippe E. Tissot and F. Antonio Medrano
Water 2024, 16(20), 2886; https://doi.org/10.3390/w16202886 - 11 Oct 2024
Viewed by 597
Abstract
Accurate and timely water level predictions are essential for effective shoreline and coastal ecosystem management. As sea levels rise, the frequency and severity of coastal inundation events are increasing, causing significant societal and economic impacts. Predicting these events with sufficient lead time is [...] Read more.
Accurate and timely water level predictions are essential for effective shoreline and coastal ecosystem management. As sea levels rise, the frequency and severity of coastal inundation events are increasing, causing significant societal and economic impacts. Predicting these events with sufficient lead time is essential for decision-makers to mitigate economic losses and protect coastal communities. While machine learning methods have been developed to predict water levels at specific sites, there remains a need for more generalized models that perform well across diverse locations. This study presents a robust deep learning model for predicting water levels at multiple tide gauge locations along the Gulf of Mexico, including the open coast, embayments, and ship channels, all near major ports. The selected architecture, Seq2Seq, achieves significant improvements over the existing literature. It meets the National Oceanic and Atmospheric Administration’s (NOAA) operational criterion, with the percentage of predictions within 15 cm for lead times up to 108 h at the tide gauges of Port Isabel (92.2%) and Rockport (90.4%). These results represent a significant advancement over current models typically failing to meet NOAA’s standard beyond 48 h. This highlights the potential of deep learning models to improve water level predictions, offering crucial support for coastal management and flood mitigation. Full article
(This article belongs to the Section Oceans and Coastal Zones)
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<p>Study area with the location of the four tide gauges.</p>
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<p>Illustration of the implemented Seq2Seq architecture for water level predictions. The model features an encoder–decoder structure, where the encoder processes time series data of water levels and wind measurements through a GRU layer, followed by a dense layer. The encoded state is then utilized by the decoder, which also comprises GRU and dense layers, to produce the final water level predictions.</p>
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<p>Interannual variability of Seq2Seq model performance over five years, with dots representing the median performance across five independent testing sets, and vertical bars indicating the range from the best to the worst independent testing set.</p>
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<p>Comparison of predicted and measured water level time series at 12 h and 96 h lead times for the studied tide gauge stations: Bob Hall Pier (2008), Port Isabel (2010), Rockport (2010), and North Jetty (2016).</p>
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19 pages, 2588 KiB  
Review
Navigating Climate Variability for the Pursuit of Transportation Infrastructure Sustainability: A Systematic Review
by Monirul Islam and Golam Kabir
Infrastructures 2024, 9(10), 182; https://doi.org/10.3390/infrastructures9100182 - 10 Oct 2024
Viewed by 590
Abstract
The increasing frequency and severity of climate variability poses substantial challenges to the sustainability and reliability of transportation infrastructure worldwide. Transportation systems, vital to economic and social activities, are highly vulnerable to extreme weather, sea-level rise, and temperature fluctuations, which can disrupt their [...] Read more.
The increasing frequency and severity of climate variability poses substantial challenges to the sustainability and reliability of transportation infrastructure worldwide. Transportation systems, vital to economic and social activities, are highly vulnerable to extreme weather, sea-level rise, and temperature fluctuations, which can disrupt their structural integrity, operational efficiency, and maintenance needs. The aim of this study is to explore the scholarly landscape concerning the effects of climate variability on transportation systems, analyzing 23 years of scientific publications to assess research trends. Utilizing bibliometric methods, this analysis synthesizes data from numerous scientific publications to identify key trends, research hotspots, influential authors, and collaborative networks within this domain. This study highlights the growing acknowledgment of climate variability as a crucial factor affecting the design, maintenance, and operational resilience of transportation infrastructure. Key findings indicate a notable increase in research over the last decade, with a strong focus on the effects of extreme weather events, sea-level rise, and temperature changes. The analysis also shows a multidisciplinary approach, incorporating perspectives from civil engineering, environmental science, and policy studies. This comprehensive overview serves as a foundational resource for researchers and policymakers, aiming to enhance the adaptive capacity of transportation systems to climate variability through informed decision-making and strategic planning. Full article
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<p>Schematic view of research framework.</p>
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<p>Number of published documents per year (2000–2023).</p>
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<p>Increasing trend of publications in the field of research from 2000 to 2023.</p>
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<p>Area-wise distribution of articles on the impact of climate variability.</p>
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<p>Density map of countries with the most contribution in the research area.</p>
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<p>Relationship map of most-cited studies in the field of the research.</p>
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<p>Relation map of the most-cited university journals.</p>
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<p>Map showing the density of citations among scholars for analysis.</p>
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<p>Author keyword density visualization in the field of study.</p>
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17 pages, 513 KiB  
Article
The Effect of Including Sea Buckthorn Berry By-Products on White Chocolate Quality and Bioactive Characteristics under a Circular Economy Context
by Otilia Cristina Murariu, Florin Daniel Lipșa, Petru Marian Cârlescu, Gabriela Frunză, Marius Mihai Ciobanu, Irina Gabriela Cara, Florin Murariu, Florina Stoica, Aida Albu, Alessio Vincenzo Tallarita and Gianluca Caruso
Plants 2024, 13(19), 2799; https://doi.org/10.3390/plants13192799 - 5 Oct 2024
Viewed by 1088
Abstract
The by-products of the extraction of sea buckthorn (Hippophae rhamnoides L.) concentrated juice may represent a functional food ingredient for white chocolate production, as a rich source of bioactive compounds. The effects of six treatments derived from the factorial combination of two [...] Read more.
The by-products of the extraction of sea buckthorn (Hippophae rhamnoides L.) concentrated juice may represent a functional food ingredient for white chocolate production, as a rich source of bioactive compounds. The effects of six treatments derived from the factorial combination of two types of by-products (with oil or without oil) and three different concentrations (5%, 10%, and 15%), were assessed on rheological, quality, colour, antioxidant, and mineral properties of chocolate. The 15% addition of full powder led to the highest values of max firmness, total shear energy, shear energy, cohesiveness, gummosity, dry matter, and ABTS, compared to the untreated control, but the two highest concentrations of the oil-deprived powder resulted in the protein content increasing. The full powder addition always raised fat levels. Both the ‘L’ and ‘a’ colour component as well as total carotenoids, β-carotene, lycopene, and vitamin C increased with the rise of H. rhamnoides powder addition, compared to the untreated control. The opposite trend was shown by the ‘b’ colour component and pH, whereas polyphenols and antioxidant activity attained higher values with the oil-deprived powder. The content of potassium decreased upon the 15% addition of the Hippophae rhamnoides by-product powder, compared to the untreated control, whereas calcium and magnesium increased. The 15% H. rhamnoides full powder elicited the augmentation of phosphorus content in chocolate, compared to the untreated control, contrary to the effect of the oil-deprived powder on P and Zn. The employment of SBB by-products highlights the great potential for manufacturing innovative functional foods with high nutritional value, such as chocolate. Full article
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<p>Sensorial features of chocolate added with <span class="html-italic">H. rhamnoides</span> by-products. C, chocolate; FP, <span class="html-italic">H. rhamnoides</span> by-product full powder; ODP, <span class="html-italic">H. rhamnoides</span> by-product oil-deprived powder.</p>
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18 pages, 3566 KiB  
Review
Bibliometric Analysis of Global Research on Port Infrastructure Vulnerability to Climate Change (2012–2023): Key Indices, Influential Contributions, and Future Directions
by Juliana Sales dos Santos, Cláudia Klose Parise, Lia Duarte and Ana Cláudia Teodoro
Sustainability 2024, 16(19), 8622; https://doi.org/10.3390/su16198622 - 4 Oct 2024
Viewed by 608
Abstract
This article analyzes the climate vulnerability of seaports through a bibliometric review of 45 articles published between 2012 and 2023. The research highlights the increase in publications focusing on the vulnerability of port infrastructure to climate impacts, a topic that previously received less [...] Read more.
This article analyzes the climate vulnerability of seaports through a bibliometric review of 45 articles published between 2012 and 2023. The research highlights the increase in publications focusing on the vulnerability of port infrastructure to climate impacts, a topic that previously received less attention compared to operational, economic, and logistical factors, which are frequently discussed in the existing literature. The analysis reinforces the relevance of this study, with the United States, Spain, and the United Kingdom emerging as the most influential countries in this research area. This article also reveals the predominance of methods based on the Coastal Vulnerability Index (CVI), which includes ports in its assessments, and emphasizes the need to develop a more robust index for evaluating port vulnerability. Additionally, it discusses current topics, such as sea level rise and the use of global climate models and suggests future research directions to enhance the assessment of port vulnerability in the face of climate change. Full article
(This article belongs to the Special Issue Sustainable Mitigation and Resilience of Coastal Hazard)
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<p>The number of documents at each stage of the screening process.</p>
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<p>(<b>A</b>,<b>B</b>) display the number of articles from 1993 to 2023 and the cumulative number of publications from 2012 to 2023, respectively, while (<b>C</b>,<b>D</b>) illustrate the density and centrality of the themes, highlighting the evolution of cluster analyses from 2012 to 2023.</p>
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<p>The most influential analysis. (<b>A</b>) Top 10 productive countries, (<b>B</b>) journals, (<b>C</b>) country scientific collaboration, and (<b>D</b>) co-citation network.</p>
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<p>Factors, variables, and degree of port vulnerability were analyzed in the review.</p>
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23 pages, 3379 KiB  
Article
Coastal Vulnerability Index (CVI) Assessment: Evaluating Risks Associated with Human-Made Activities along the Limassol Coastline, Cyprus
by Christos Theocharidis, Marina Doukanari, Eleftheria Kalogirou, Demetris Christofi, Christodoulos Mettas, Charalampos Kontoes, Diofantos Hadjimitsis, Athanasios V. Argyriou and Marinos Eliades
Remote Sens. 2024, 16(19), 3688; https://doi.org/10.3390/rs16193688 - 3 Oct 2024
Viewed by 708
Abstract
Coastal risk assessment is crucial for coastal management and decision making, especially in areas already experiencing the negative impacts of climate change. This study aims to investigate the coastal vulnerability due to climate change and human activities in an area west of the [...] Read more.
Coastal risk assessment is crucial for coastal management and decision making, especially in areas already experiencing the negative impacts of climate change. This study aims to investigate the coastal vulnerability due to climate change and human activities in an area west of the Limassol district’s coastline, in Cyprus, on which there have been limited studies. Furthermore, an analysis is conducted utilising the Coastal Vulnerability Index (CVI) by exploiting eight key parameters: land cover, coastal slope, shoreline erosion rates, tidal range, significant wave height, coastal elevation, sea-level rise, and coastal geomorphology. These parameters were assessed utilising remote sensing (RS) data and Geographical Information Systems (GISs) along a 36.1 km stretch of coastline. The results exhibited varying risk levels of coastal vulnerability, mainly highlighting a coastal area where the Kouris River estuary is highly vulnerable. The study underscores the need for targeted coastal management strategies to address the risks associated with coastal erosion. Additionally, the CVI developed in this study can be exploited as a tool for decision makers, empowering them to prioritise areas for intervention and bolster the resilience of coastal areas in the face of environmental changes. Full article
(This article belongs to the Section Environmental Remote Sensing)
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<p>The study area with grid cells along the shoreline.</p>
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<p>A flow chart presenting the process of calculating the CVI.</p>
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<p>Vulnerability level of (<b>a</b>) land cover, (<b>b</b>) coastal slope, (<b>c</b>) coastal erosion rate, (<b>d</b>) mean tidal range, (<b>e</b>) mean significant wave height, (<b>f</b>) coastal elevation, (<b>g</b>) relative sea-level rise, and (<b>h</b>) coastal geomorphology. Pie charts indicate the percentage occupied by each rank, while the number of transects for each rank are in parentheses.</p>
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<p>ESA Worldcover and pie chart with the percentages of spatial distribution per land-cover class inside the grid cells.</p>
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<p>(<b>a</b>) Shoreline evolution of the study area by LRR (m/year) between 1963 and 2019. The pie chart indicates the percentage distribution of the LRR, while in parentheses are the numbers of transects for each rank. (<b>b</b>) Bar chart of LRR per grid cell. (<b>c</b>) Bar chart of LRR per transect ID. (<b>d</b>) Map of LRR, with the most significant erosion occurring in grid cells A5–A6. (<b>e</b>) Map of LRR showing the most significant accretion, which occurred in grid cell A4.</p>
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<p>(<b>a</b>) The CVI map of the study area. The pie chart shows the percentage distribution of the CVI, while the numbers of transects for the CVI scores are in parentheses. (<b>b</b>) Bar chart of CVI per grid cell.</p>
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<p>NSM in the study area. The more red the coastline, the more erosion it has undergone, while the bluer it is, the more deposition it has seen.</p>
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<p>Bar chart showing the number of transects ranked in CVI categories according to land-cover vulnerability score.</p>
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<p>Bar chart showing the number of transects ranked in CVI categories according to coastal slope vulnerability score.</p>
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<p>Bar chart showing the number of transects ranked in CVI categories according to coastal elevation vulnerability score.</p>
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<p>Bar chart showing the number of transects ranked in CVI categories according to coastal geomorphology vulnerability score.</p>
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<p>Bar chart showing the number of transects ranked in CVI categories according to coastal erosion vulnerability score.</p>
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16 pages, 9032 KiB  
Article
Assessing Vulnerability to Cyclone Hazards in the World’s Largest Mangrove Forest, The Sundarbans: A Geospatial Analysis
by Mohammed, Fahmida Sultana, Ariful Khan, Sohag Ahammed, Md. Shamim Reza Saimun, Md Saifuzzaman Bhuiyan, Sanjeev K. Srivastava, Sharif A. Mukul and Mohammed A. S. Arfin-Khan
Forests 2024, 15(10), 1722; https://doi.org/10.3390/f15101722 - 29 Sep 2024
Viewed by 849
Abstract
The Sundarbans is the world’s largest contiguous mangrove forest with an area of about 10,000 square kilometers and shared between Bangladesh and India. This world-renowned mangrove forest, located on the lower Ganges floodplain and facing the Bay of Bengal, has long served as [...] Read more.
The Sundarbans is the world’s largest contiguous mangrove forest with an area of about 10,000 square kilometers and shared between Bangladesh and India. This world-renowned mangrove forest, located on the lower Ganges floodplain and facing the Bay of Bengal, has long served as a crucial barrier, shielding southern coastal Bangladesh from cyclone hazards. However, the Sundarbans mangrove ecosystem is now increasingly threatened by climate-induced hazards, particularly tropical cyclones originating from the Indian Ocean. To assess the cyclone vulnerability of this unique ecosystem, using geospatial techniques, we analyzed the damage caused by past cyclones and the subsequent recovery across three salinity zones, i.e., Oligohaline, Mesohaline, and Polyhaline. Our study also examined the relationship between cyclone intensity with the extent of damage and forest recovery. The findings of our study indicate that the Polyhaline zone, the largest in terms of area and with the lowest elevation, suffered the most significant damage from cyclones in the Sundarbans region, likely due to its proximity to the most cyclone paths. A correlation analysis revealed that cyclone damage positively correlated with wind speed and negatively correlated with the distance of landfall from the center of the Sundarbans. With the expectation of more extreme weather events in the near future, the Sundarbans mangrove forest faces a potentially devastating outlook unless both natural protection processes and human interventions are undertaken to safeguard this critical ecosystem. Full article
(This article belongs to the Special Issue Biodiversity, Health, and Ecosystem Services of Mangroves)
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<p>Path of the studied cyclones in the Bangladesh Sundarbans and the coverage of three saline zones (i.e., Polyhaline, Mesohaline, and Oligohaline) in the area. The red dot mark indicates the center point of the Sundarbans mangrove forest.</p>
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<p>Flowchart of the working procedures of cyclone damage and recovery analysis.</p>
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<p>Transition of the four NDVI classes after the occurrence of cyclones and their transitioned amount in square kilometers (km<sup>2</sup>). C1, C2, C3, and C4 represent Class 1, Class 2, Class 3, and Class 4 of pre-cyclone and post-cyclone NDVI classes, respectively. The total amount of area (in km<sup>2</sup>) of each class of pre-cyclone and post-cyclone NDVI is given under the class identifier (C1, C2, C3, and C4). Gray-colored inset boxes represent the unchanged area of each NDVI class after cyclone occurrence. A distinct colored number at the end of each line illustrates the amount of area (in km<sup>2</sup>) shifted to other classes.</p>
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<p>Transitioned area under different NDVI classes according to salinity zones in Bangladesh Sundarbans after the occurrence of 12 studied cyclones, where (<b>a</b>) represents the extent of the three saline zones.</p>
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<p>Four NDVI classes of both, pre-cyclone NDVI and post-cyclone NDVI, for the three saline zones of Bangladesh Sundarbans, where (<b>a</b>) represents the extent of the three saline zones.</p>
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<p>Cyclone-damaged areas in different saline zones are sorted by the year the cyclone occurred.</p>
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<p>Cyclone-recovered areas in different saline zones sorted by the year of cyclone occurred.</p>
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<p>Mean saline zone-wise values of (<b>a</b>) the damaged area and (<b>b</b>) the recovered area. Here, similar letters were used to represent no significant difference among saline zone-wise damaged and recovered areas, respectively.</p>
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<p>Results of correlation analysis of damage percentage (%) with cyclone variables, distance, and wind speed shown by (<b>a</b>) correlation matrix showing correlation coefficient values among different values; (<b>b</b>) results of Pearson’s correlation among damage percentage and wind speed (<b>c</b>); results of Pearson’s correlation among damage percentage and distance.</p>
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24 pages, 3135 KiB  
Review
Current Status of Remote Sensing for Studying the Impacts of Hurricanes on Mangrove Forests in the Coastal United States
by Abhilash Dutta Roy, Daria Agnieszka Karpowicz, Ian Hendy, Stefanie M. Rog, Michael S. Watt, Ruth Reef, Eben North Broadbent, Emma F. Asbridge, Amare Gebrie, Tarig Ali and Midhun Mohan
Remote Sens. 2024, 16(19), 3596; https://doi.org/10.3390/rs16193596 - 26 Sep 2024
Viewed by 969
Abstract
Hurricane incidents have become increasingly frequent along the coastal United States and have had a negative impact on the mangrove forests and their ecosystem services across the southeastern region. Mangroves play a key role in providing coastal protection during hurricanes by attenuating storm [...] Read more.
Hurricane incidents have become increasingly frequent along the coastal United States and have had a negative impact on the mangrove forests and their ecosystem services across the southeastern region. Mangroves play a key role in providing coastal protection during hurricanes by attenuating storm surges and reducing erosion. However, their resilience is being increasingly compromised due to climate change through sea level rises and the greater intensity of storms. This article examines the role of remote sensing tools in studying the impacts of hurricanes on mangrove forests in the coastal United States. Our results show that various remote sensing tools including satellite imagery, Light detection and ranging (LiDAR) and unmanned aerial vehicles (UAVs) have been used to detect mangrove damage, monitor their recovery and analyze their 3D structural changes. Landsat 8 OLI (14%) has been particularly useful in long-term assessments, followed by Landsat 5 TM (9%) and NASA G-LiHT LiDAR (8%). Random forest (24%) and linear regression (24%) models were the most common modeling techniques, with the former being the most frequently used method for classifying satellite images. Some studies have shown significant mangrove canopy loss after major hurricanes, and damage was seen to vary spatially based on factors such as proximity to oceans, elevation and canopy structure, with taller mangroves typically experiencing greater damage. Recovery rates after hurricane-induced damage also vary, as some areas were seen to show rapid regrowth within months while others remained impacted after many years. The current challenges include capturing fine-scale changes owing to the dearth of remote sensing data with high temporal and spatial resolution. This review provides insights into the current remote sensing applications used in hurricane-prone mangrove habitats and is intended to guide future research directions, inform coastal management strategies and support conservation efforts. Full article
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<p>PRISMA workflow representing the systematic literature review process.</p>
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<p>Applications of remote sensing for studying impacts of hurricanes on mangroves.</p>
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<p>Coastal southeastern United States showing some locations where studies on hurricane impact on mangroves were carried out, that included (<b>A</b>) Everglades National Park, Florida, (<b>B</b>) Florida Keys, (<b>C</b>) Port Fourchon, Louisiana, (<b>D</b>) (Inset): Puerto Rico.</p>
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<p>The regional frequency of remote sensing based peer-reviewed articles published on studying impacts of hurricanes on mangroves in the United States from January 2010 to September 2024.</p>
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<p>Percentage breakdown of sensors used for studying impacts of hurricanes on mangroves in the United States from January 2010 to September 2024.</p>
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<p>Data analysis methods used to study the impacts of hurricanes on mangroves in the United States from January 2010 to September 2024.</p>
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