[go: up one dir, main page]
More Web Proxy on the site http://driver.im/
You seem to have javascript disabled. Please note that many of the page functionalities won't work as expected without javascript enabled.
 
 
Sign in to use this feature.

Years

Between: -

Subjects

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Journals

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Article Types

Countries / Regions

remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline
remove_circle_outline

Search Results (11,340)

Search Parameters:
Keywords = floods

Order results
Result details
Results per page
Select all
Export citation of selected articles as:
22 pages, 12560 KiB  
Article
Resilient Waterfront Futures: Mapping Vulnerabilities and Designing Floating Urban Models for Flood Adaptation on the Tiber Delta
by Livia Calcagni, Adriano Ruggiero and Alessandra Battisti
Land 2025, 14(1), 87; https://doi.org/10.3390/land14010087 (registering DOI) - 4 Jan 2025
Viewed by 235
Abstract
This paper explores the feasibility of floating urban development in Italy, given its extensive coastline and inland hydrographic network. The key drivers for floating urban development, as an adaptive approach in low-lying waterfront areas, include the increasing threats posed by rising sea levels [...] Read more.
This paper explores the feasibility of floating urban development in Italy, given its extensive coastline and inland hydrographic network. The key drivers for floating urban development, as an adaptive approach in low-lying waterfront areas, include the increasing threats posed by rising sea levels and flooding and the shortage of land for urban expansion. However, as not all waterfront areas are suitable for floating urban development, a geographical analysis based on a thorough evaluation of multiple factors, including urban–economic parameters and climate-related variables, led to the identification of a specific area of the Lazio coast, the river Tiber Delta. A comprehensive urban mapping process provided a multifaceted geo-referenced information layer, including several climatic, urban, anthropic, and environmental parameters. Within the GIS environment, it is possible to extract and perform statistical analyses crucial for assessing the impact of flood and sea-level rise hazards, particularly regarding buildings and land cover. This process provides a robust framework for understanding the spatial dimensions of flood and sea-level rise impacts and supporting informed design-making. A research-by-design phase follows the simulation research and mapping process. Several design scenarios are developed aimed at regenerating this vulnerable area. These scenarios seek to transform its susceptibility to flooding into a resilient, adaptive, urban identity, offering climate-resilient housing solutions for a population currently residing in unauthorized, substandard housing within high flood-risk zones. This paper proposes a comprehensive analytical methodology for supporting the design process of floating urban development, given the highly determinant role of site-specificity in such a challenging and new urban development approach. Full article
(This article belongs to the Section Urban Contexts and Urban-Rural Interactions)
Show Figures

Figure 1

Figure 1
<p>Breakdown summary of the methodology workflow.</p>
Full article ">Figure 2
<p>Sea level rise scenarios (SSP1-1.9, SSP2-4.5, and SSP5-8.5) for the years 2050, 2100, and 2150.</p>
Full article ">Figure 3
<p>Foundation module developed by SEAform MOREnergy Lab© at Politecnico di Torino.</p>
Full article ">Figure 4
<p>Sea level rise scenario SSP1-1.9 for the years 2050, 2100, and 2150.</p>
Full article ">Figure 5
<p>Sea level rise scenario SSP5-8.5 for the years 2050, 2100, and 2150.</p>
Full article ">Figure 6
<p>Land use cover percentage of SLR-affected areas according to SSP1-1.9 and SSP5-8.5 for 2050 and 2150.</p>
Full article ">Figure 7
<p>Land use classification for SLR-affected areas according to SSP5-8.5 (2150).</p>
Full article ">Figure 8
<p>Hydrogeological fluvial and coastal inundation risk map (Geoportale Regione Lazio).</p>
Full article ">Figure 9
<p>Territorial framework of the pilot area of Isola Sacra.</p>
Full article ">Figure 10
<p>Soil consumption around the Tiber Delta from 1944 (RAF—Royal Air Force—satellite image) to 2023 (Satellite image from Google Earth: Data SIO, NOAA, U.S. Navy, NGA, GEBCO Image © 2023 TerraMetrics).</p>
Full article ">Figure 11
<p>Photos of the unauthorized informal fabric of Isola Sacra: (<b>a</b>,<b>b</b>) coastal stretch houses on stilts; (<b>c</b>) unpaved road and informal house; (<b>d</b>) houses on stilts in the port area; (<b>e</b>) unauthorized informal houses (<b>f</b>) flooded unpaved road; and (<b>g</b>) unpaved inner road and informal fabric.</p>
Full article ">Figure 12
<p>Pilot area analysis: hydrography, naval routes, bathymetry, natural protected areas, and archaeological areas.</p>
Full article ">Figure 13
<p>Design scenarios for a pilot area developed by the design and research team led by Prof. Alessandra Battisti, coordinated by Livia Calcagni, and supervised by Adriano Ruggiero: 1st Design Scenario by Federico Bambini, Alessia Baglieri, Francesca Chiarini, and Anita Conti Da Cunha; 2nd Design Scenario by Cherry Aala, Mattia Morgia, Rosa Bianco, and Giusy Solis; 3rd Design Scenario by Flavia Leone, Anna Mezzalana, and Daniele Scalia.</p>
Full article ">
27 pages, 4546 KiB  
Article
Risk Assessment of Typhoon Disaster Chain Based on Knowledge Graph and Bayesian Network
by Yimin Lu, Shiting Qiao and Yiran Yao
Sustainability 2025, 17(1), 331; https://doi.org/10.3390/su17010331 (registering DOI) - 4 Jan 2025
Viewed by 302
Abstract
Typhoon disasters not only trigger secondary disasters, such as rainstorms and flooding, but also bring many negative impacts on the normal operation of urban infrastructure and the safety of people’s lives and property. In order to effectively prevent the risks of typhoon disaster [...] Read more.
Typhoon disasters not only trigger secondary disasters, such as rainstorms and flooding, but also bring many negative impacts on the normal operation of urban infrastructure and the safety of people’s lives and property. In order to effectively prevent the risks of typhoon disaster chain, this paper proposes a joint entity and relation extraction model based on RoBERTa-Adv-GPLinker. Then, relying on the ontology theory and methodology, we establish a knowledge graph of typhoon disaster chain. The results show that the joint extraction model based on RoBERTa-Adv-GPLinker outperforms other baseline models in all assessment indexes. Moreover, the constructed knowledge graph of typhoon disaster chain includes secondary disasters and derived disaster impacts. This can largely depict the evolution process of typhoon disaster secondary derivations. On this basis, a risk assessment model of typhoon disaster chain based on Bayesian network is established. Taking Fujian Province as an example, the risk associated with the typhoon disaster chain is assessed, verifying the effectiveness of the method. This study provides a scientific basis for enhancing government emergency response capabilities and achieving sustainable regional development. Full article
Show Figures

Figure 1

Figure 1
<p>Geographical location and specification of the study area.</p>
Full article ">Figure 2
<p>The process of constructing the typhoon disaster chain knowledge graph.</p>
Full article ">Figure 3
<p>Ontology model of typhoon disaster chain.</p>
Full article ">Figure 4
<p>Partial relational framework for typhoon disaster events.</p>
Full article ">Figure 5
<p>Overall model structure.</p>
Full article ">Figure 6
<p>GPLinker decoding process.</p>
Full article ">Figure 7
<p>Typhoon Haikui disaster knowledge graph: (<b>a</b>) nodes of Typhoon Haikui; (<b>b</b>) node properties.</p>
Full article ">Figure 8
<p>Typhoon disaster event chain pair statistics: three colors in this Figure indicate three levels of chain pair occurrence size.</p>
Full article ">Figure 9
<p>Partial typhoon disaster chains in Fujian Province: (<b>a</b>) represents the typhoon disaster knowledge graph; (<b>b</b>) represents the typhoon disaster chain subgraph extracted after link coupling.</p>
Full article ">Figure 10
<p>Bayesian network structure of typhoon disaster chain in Fujian Province.</p>
Full article ">Figure 11
<p>Confusion matrix for independent sample prediction results: (<b>a</b>) casualty rating; (<b>b</b>) crop damage rating; (<b>c</b>) house collapse rating; (<b>d</b>) direct economic loss rating.</p>
Full article ">Figure 12
<p>Average prediction error and number of times of over (under) prediction level of economic losses in districts and counties in Fujian Province under 11 events: (<b>a</b>) average prediction error; (<b>b</b>) number of times of underestimation; (<b>c</b>) number of times of overestimation.</p>
Full article ">
23 pages, 5729 KiB  
Article
Estimation of Ecological Water Requirement and Water Replenishment Regulation of the Momoge Wetland
by Hongxu Meng, Xin Zhong, Yanfeng Wu, Xiaojun Peng, Zhijun Li and Zhongyuan Wang
Water 2025, 17(1), 114; https://doi.org/10.3390/w17010114 - 3 Jan 2025
Viewed by 311
Abstract
Ensuring the ecological water requirements (EWR) suitable for wetlands are upheld is essential for maintaining the stability and health of their ecosystems, a challenge faced by wetlands globally. However, previous studies on EWRs estimation lack a comprehensive consideration of wetlands and still suffer [...] Read more.
Ensuring the ecological water requirements (EWR) suitable for wetlands are upheld is essential for maintaining the stability and health of their ecosystems, a challenge faced by wetlands globally. However, previous studies on EWRs estimation lack a comprehensive consideration of wetlands and still suffer from the problem of rough time scales. Prior studies have predominantly concentrated on its core and buffer zones, neglecting a comprehensive analysis of the wetland’s entirety and failing to account for the seasonal variations in EWRs. To fill this gap, we proposed a novel framework for estimating EWRs wetland’s entirety to guide the development of dynamic water replenishment strategies. The grey prediction model was used to project the wetland area under different scenarios and designed water replenishment strategies. We then applied this framework in a key wetland conservation area in China, the Momoge Wetland, which is currently facing issues of areal shrinkage and functional degradation due to insufficient EWRs. Our findings indicate that the maximum, optimal, and minimum EWRs for the Momoge Wetland are 24.14 × 108 m3, 16.65 × 108 m3, and 10.88 × 108 m3, respectively. The EWRs during the overwintering, breeding, and flood periods are estimated at 1.92 × 108 m3, 5.39 × 108 m3, and 8.73 × 108 m3, respectively. Based on the predicted wetland areas under different climatic conditions, the necessary water replenishment volumes for the Momoge Wetland under scenarios of dry-dry-dry, dry-dry-normal, dry-normal-dry, and normal-normal-normal are calculated to be 0.70 × 108 m3, 0.49 × 108 m3, 0.68 × 108 m3, and 0.36 × 108 m3, respectively. In years characterized by drought, the current water replenishment projects are inadequate to meet the wetland’s water needs, highlighting the urgent need for the implementation of multi-source water replenishment techniques to enhance the effectiveness of these interventions. The results of this study provide insights for annual and seasonal water replenishment planning and multi-source water management of wetlands with similar problems as the Momoge Wetland. With these new insights, our novel framework not only advances knowledge on the accuracy of wetland ecological water requirement assessment but also provides a scalable solution for global wetland water resource management, helping to improve the ecosystem’s adaptability to future climate changes. Full article
(This article belongs to the Special Issue Wetland Conservation and Ecological Restoration)
Show Figures

Figure 1

Figure 1
<p>River networks, nature reserve zonation (<b>a</b>), and land use types (<b>b</b>) in the Momoge Wetland.</p>
Full article ">Figure 2
<p>Annual suitable ecological water requirements and threshold of target (<b>a</b>) and indicator (<b>b</b>) level in the Momoge Wetland. Target ecological water requirements refer to maintaining the wetland’s scale, promoting the conservation of biodiversity, and stability of the ecosystem’s functions and structure. Indicators of ecological water requirements refer to evapotranspiration water requirement of wetland, soil water requirement, vegetation water requirement, habitat water requirement, and water requirement for groundwater recharge.</p>
Full article ">Figure 3
<p>Seasonal suitable ecological water requirement and threshold of target (<b>a</b>) and indicator (<b>b</b>) in the Momoge Wetland. Target ecological water requirements refer to maintaining the wetland’s scale, promoting the conservation of biodiversity, and the stability of the ecosystem’s functions and structure. Indicators of ecological water requirements refer to evapotranspiration water requirements of wetland, soil water requirements, vegetation water requirements, habitat water requirements, and water requirements for groundwater recharge.</p>
Full article ">Figure 4
<p>The maximum (<b>a</b>), suitable (<b>b</b>), and minimum (<b>c</b>) ecological water requirements for the wetland runoff seasons of Momoge Wetland in 1979 and 1998. The overwintering period, breeding period, and flood period refer to November to March of the following year, April to June, and July to October, respectively.</p>
Full article ">
15 pages, 3569 KiB  
Article
Miscanthus sinensis ‘Gracillimus’ Shows Strong Submergence Tolerance Implying Its Potential Utilization in Construction of Ecological Ditches
by Chunqiao Zhao, Ting Wu, Aoxiang Chang, Zhenyu Fan, Xiaona Li, Cui Li, Mei Zheng, Yu Sun, Xiuyun Wan, Jie Meng, Jing Zhang, Zebing Chen, Di Zhao, Qiang Guo, Xincun Hou and Xifeng Fan
Agronomy 2025, 15(1), 109; https://doi.org/10.3390/agronomy15010109 - 3 Jan 2025
Viewed by 281
Abstract
This study focused on three drought-tolerant grasses, namely Miscanthus sinensis ‘Gracillimus’ (Mis), Pennisetum alopecuroides ‘Ziguang’ (Pen), and Elytrigia repens (L.) Nevski ‘Jingcao No. 2′ (Ely), selected from nine species. Despite limited knowledge regarding their tolerance to submergence and responses to this [...] Read more.
This study focused on three drought-tolerant grasses, namely Miscanthus sinensis ‘Gracillimus’ (Mis), Pennisetum alopecuroides ‘Ziguang’ (Pen), and Elytrigia repens (L.) Nevski ‘Jingcao No. 2′ (Ely), selected from nine species. Despite limited knowledge regarding their tolerance to submergence and responses to this stress, these three grasses were chosen for investigation. The three grass species were exposed to varying durations of submergence (0, 1, 3, 5, 7, 9, and 11 days) in a greenhouse setting. Subsequently, their growth characteristics, physiological traits, and nitrogen accumulation were evaluated. The study found that all three grass species exhibited flood tolerance, with Mis showing the strongest resistance. Under an 11-day flooding treatment, there was no significant trend in the above-ground biomass of Mis. Flooding significantly reduced the root-to-stem ratio, with Pen and Ely exhibiting more pronounced declines than Mis. The chlorophyll content in Mis decreased by 38%, compared to 41% in Pen and 60% in Ely. The root activity of the most affected species dropped by 88.6%, and nitrogen accumulation was inhibited with longer flooding durations. Pen’s nitrogen levels decreased significantly across treatments, while no significant changes were observed in Mis. Ely’s nitrogen assimilation initially increased until T4, after which it began to decline, reflecting similar trends in above-ground biomass. These findings suggest that flood tolerance is linked to nutrient uptake and photosynthetic capacity, highlighting Mis as the most suitable grass species for flood-prone areas and recommending its use in ecological ditch construction in China. This study provides material selection for the construction of ecological ditches. Full article
(This article belongs to the Section Water Use and Irrigation)
Show Figures

Figure 1

Figure 1
<p><b>Schematic diagram of the experimental design.</b> T1 to T7 represent different submergence treatments, where T1 served as the control. The green parts represent the normal growth or recovery growth periods, and the blue parts represent the submergence periods.</p>
Full article ">Figure 2
<p><b>The growth status of the three grasses after different durations of submergence.</b> The numbers in the figure represent the duration of flooding stress (days). The width of the white plastic basins in the photo was 20 cm, which was used as a reference for the size of the plant.</p>
Full article ">Figure 3
<p><b>The recovery status of three grasses after different submergence durations.</b> The plant size is indicated by the 20 cm width of the white plastic basins in the photos.</p>
Full article ">Figure 4
<p><b>The above-ground biomass dry weights and the fitted curves of (a) Pen, (b) Mis, and (c) Ely.</b> The single star (*) and the double stars (**) indicate significant regression relationships at the <span class="html-italic">p</span> &lt; 0.05 and 0.01 levels, respectively. No significant regression relationship was observed in (<b>b</b>) without the fitted curve.</p>
Full article ">Figure 5
<p><b>The root dry weights and the fitted curves of (a) Pen, (b) Mis, and (c) Ely.</b> The double stars (**) indicate the significant regression relationship at the 0.01 levels.</p>
Full article ">Figure 6
<p><b>The percentage of withered leaves of the three grasses after varying durations of submergences.</b> The different small letters indicate the significant difference in the percentage of the withered leaves among the different submergence durations.</p>
Full article ">Figure 7
<p><b>The root–shoot ratio of three grasses after varying durations of submergence.</b> In the figure, the different small letters indicated significant differences in the percentage of root–shoot ratio among the different submergence durations.</p>
Full article ">Figure 8
<p><b>Root activities of the three grasses after T6 submergence durations.</b> The different small letters indicate significant differences in the root activities between T1 and T6 duration.</p>
Full article ">Figure 9
<p><b>The total nitrogen amounts assimilated and the fitted curves of (a) Pen, (b) Mis, and (c) Ely.</b> The double stars (<sup>**</sup>) indicate the significant regression relationship at <span class="html-italic">p</span> &lt; 0.01 levels. No significant regression relationship was observed in (<b>b</b>) without the presence of the fitted curve.</p>
Full article ">Figure 10
<p><b>The nitrogen contents of above- and below-ground parts in Mis, as well as the relationships between the nitrogen contents in above- and below-ground parts, and the relationship between the carbon–nitrogen ratios in above- and below-ground parts</b>.</p>
Full article ">
21 pages, 9652 KiB  
Article
Technological Advances in Flood Risk Assessment and Related Operational Practices Since the 1970s: A Case Study in the Pikrodafni River of Attica
by G.-Fivos Sargentis, Theano Iliopoulou, Romanos Ioannidis, Matina Kougkia, Ioannis Benekos, Panayiotis Dimitriadis, Antonis Koukouvinos, Dimitra Dimitrakopoulou, Nikos Mamassis, Alexia Tsouni, Stavroula Sigourou, Vasiliki Pagana, Charalampos Kontoes and Demetris Koutsoyiannis
Water 2025, 17(1), 112; https://doi.org/10.3390/w17010112 - 3 Jan 2025
Viewed by 368
Abstract
As cities have expanded into floodplains, the need for their protection has become crucial, prompting the evolution of flood studies. Here, we describe the operational tools, methods and processes used in flood risk engineering studies in the 1970s, and we evaluate the technological [...] Read more.
As cities have expanded into floodplains, the need for their protection has become crucial, prompting the evolution of flood studies. Here, we describe the operational tools, methods and processes used in flood risk engineering studies in the 1970s, and we evaluate the technological progress up to the present day. To this aim, we reference relevant regulations and legislation and the recorded experiences of engineers who performed hydrological, surveying and hydraulic studies in the 1970s. These are compared with the operational framework of a contemporary flood risk assessment study conducted in the Pikrodafni basin in the Attica region. We conclude that, without the technologically advanced tools available today, achieving the level of detail and accuracy in flood mapping that is now possible would have been unfeasible, even with significant human resources. However, ongoing urban development and growth continue to encroach upon flood plains that have existed for centuries, contributing to increased flood risk. Full article
Show Figures

Figure 1

Figure 1
<p>Time required for flood risk studies in Greece due to selected milestones in technological advancements, with respect to current technology.</p>
Full article ">Figure 2
<p>Flow chart of a typical flood hazard study as performed in the 1970s.</p>
Full article ">Figure 3
<p>Flow chart of the 2020s’ representative flood risk methodology for the study area, based on three of the most common hydrologic–hydraulic software available.</p>
Full article ">Figure 4
<p>Pikrodafni stream, Pikrodafni’s basin and the urban development of Athens.</p>
Full article ">Figure 5
<p>Hydrological network of Pikrodafni’s river basin, including reaches with a natural riverbed and ones with technical works.</p>
Full article ">Figure 6
<p>Land use classes of Pikrodafni watershed.</p>
Full article ">Figure 7
<p>Miniatures of the five AGS maps composing the Pikrodafni basin, with physical dimensions of 0.9 m × 0.6 m.</p>
Full article ">Figure 8
<p>Landmarks for field inspections in the Pikrodafni River.</p>
Full article ">Figure 9
<p>Example of a 3D view of the simulated flood scenario based on the HEC-RAS 6.3 software.</p>
Full article ">Figure 10
<p>Map of flood risk assessment and critical points of first priority.</p>
Full article ">
17 pages, 4207 KiB  
Article
Analysis of the Water Quality of a Typical Industrial Park on the Qinghai–Tibet Plateau Using a Self-Organizing Map and Interval Fuzzy Number-Based Set-Pair Analysis
by Xiaoyuan Zhao, Di Ming, Yingyi Meng, Zhiping Yang and Qin Peng
Water 2025, 17(1), 111; https://doi.org/10.3390/w17010111 - 3 Jan 2025
Viewed by 280
Abstract
The Qinghai–Tibet Plateau (QTP) serves as the origin for several major rivers in Asia and acts as a crucial ecological barrier in China, characterized by its regional conservation significance. Production activities in the industrial park in this special geographical environment may exacerbate its [...] Read more.
The Qinghai–Tibet Plateau (QTP) serves as the origin for several major rivers in Asia and acts as a crucial ecological barrier in China, characterized by its regional conservation significance. Production activities in the industrial park in this special geographical environment may exacerbate its environmental vulnerability. We examined the spatial and temporal patterns of water quality parameters, identified the factors influencing water quality, and evaluated the associated risks using various analytical methods, including the Boruta algorithm and interval fuzzy number-based set-pair analysis (IFN-SPA). The results showed that the average concentrations in the flood season and dry season were significantly different. The average value of Cd in the flood season belonged to the water quality standard of Class II. Different heavy metals show different spatial distribution characteristics, and the reason for the difference comes from livestock farms and industrial enterprises. The results for the flood season and dry season were different, which further proves that meteorological factors can influence water quality. The risk of heavy metals in different rivers presents different spatial distribution characteristics; for example, the risk of heavy metals in the Sigou River is higher. The water quality assessment results indicate the need to develop a well-structured evaluation framework for managing and controlling river water pollution in the future. Full article
Show Figures

Figure 1

Figure 1
<p>The location of the study area and sampling sites.</p>
Full article ">Figure 2
<p>Comparison of heavy metal content in rivers in the flood season and dry season.</p>
Full article ">Figure 3
<p>The spatial distribution of the heavy metal concentration in the river in the flood season.</p>
Full article ">Figure 4
<p>The spatial distribution of the heavy metal concentration in the river in the dry season.</p>
Full article ">Figure 5
<p>Self-organizing map and K-means cluster for pH and heavy metal concentration.</p>
Full article ">Figure 6
<p>The spatial distribution of the heavy metal concentrations for each cluster. (<b>a</b>) flood season; (<b>b</b>) dry season.</p>
Full article ">Figure 7
<p>The main factors influencing water quality in the study area.</p>
Full article ">Figure 8
<p>Water quality risk assessment in the study area.</p>
Full article ">
16 pages, 7840 KiB  
Article
Coastal Inlet Analysis by Image Color Intensity Variations: Implications for the Barrier Coast of Ukraine
by Ilya V. Buynevich, Oleksiy V. Davydov and Duncan M. FitzGerald
J. Mar. Sci. Eng. 2025, 13(1), 72; https://doi.org/10.3390/jmse13010072 - 3 Jan 2025
Viewed by 257
Abstract
Inlets through coastal barriers in functionally non-tidal settings have been relatively understudied. Yet, they have morphosedimentary elements and morphodynamic behaviors that are similar to their tidal counterparts, especially microtidal (often wave-dominated) inlets. Increasingly, remote sensing technologies (aerial and satellite imagery, small unmanned aerial [...] Read more.
Inlets through coastal barriers in functionally non-tidal settings have been relatively understudied. Yet, they have morphosedimentary elements and morphodynamic behaviors that are similar to their tidal counterparts, especially microtidal (often wave-dominated) inlets. Increasingly, remote sensing technologies (aerial and satellite imagery, small unmanned aerial vehicles, etc.) are employed as sources of high-definition spatial databases. Such approaches are important in areas with limited access, especially in regions of military conflict, such as along parts of the northern Black Sea coast, Ukraine. For rapid spatial analysis of remotely sensed or archival datasets, image color intensity (ICI) patterns are obtained using grayscale (GS) spectra and a wide range of filter options. Areal and profile-style GS patterns based on relative ICI values are extracted from available imagery, so that in a full 256-value GS spectrum the deepest parts of a channel (inlet throat) will have the lowest (darkest) values (GS < 50). Landward (flood-tidal/bayside) and seaward (ebb-tidal/seaside) deltas will exhibit lighter colors (GS > 100). Exposed siliciclastic/carbonate sand-dominated barriers and shoals will yield the lightest values (GS > 200), with dark vegetation requiring GS inversion. Hypsometric information, as well as key metrics (perimeter and area) can be easily computed using instant tracing tools, without the need for labor-intensive contour outlining. This study is the first example of assessing cross-shore and longitudinal channel morphology of microtidal (USA) and non-tidal (Ukraine) inlets. The approach is also extended to a temporal analysis of inlet closure and a recent re-activation by an intense storm. Full article
(This article belongs to the Section Geological Oceanography)
Show Figures

Figure 1

Figure 1
<p>Key morphological elements of coastal inlets along wave-dominated barrier coasts: (<b>A</b>) microtidal setting—Chatham Inlet, MA, USA (GoogleEarth<sup>©</sup>2015); (<b>B</b>) non-tidal setting—Iron Sign Central Inlet, Kherson Region, Ukraine (GoogleEarth<sup>©</sup>2015). Morphological elements: LD—landward delta, IT—inlet throat; SD—seaward delta. Corresponding terms are indicated for tidal (FTD—flood-tidal; ETD—ebb-tidal) and non-tidal (BD—bayside; FD—frontal) deltas, respectively. Yellow boxes in each panel show the color differences between deep water (dark), shoals (intermediate), and barrier sand (light).</p>
Full article ">Figure 2
<p>Study sites: (<b>A</b>) distribution of microtidal (dashed line) and functionally non-tidal (solid line) coasts and study area locations; B-C: mean wave period distribution for October 2024 (source: MeteoBlue): (<b>B</b>) southern Massachusetts, USA (API—Allens Pond Inlet; CI—Chatham Inlet); (<b>C</b>) Kherson region, Black Sea, Ukraine (ISEI—Iron Sign East Inlet; LI—Lazurnenska Inlet).</p>
Full article ">Figure 3
<p>Schematic of grayscale (GS) variations: (<b>A</b>) plan-view representation of idealized topography and bathymetry, with light colors representing emerged/shallow settings, such as coastal barriers and associated inlet deltas (LD—landward delta; SD—seaward delta; see <a href="#jmse-13-00072-f001" class="html-fig">Figure 1</a> for examples morphological elements). Color intensity darkness decreases with depth, culminating in an inlet throat (darkest = lowest GS). Using an instant tracing tool, the perimeter (P) and area (A) of a specific GS value (dashed line ~ inlet throat) or a greater GS range (dotted line ~ inlet channel) can be easily computed. (<b>B</b>) Shore-parallel (strike) profile (orange line in (<b>A</b>)) shows grayscale value distribution (<span class="html-italic">Y</span>-axis) along a random distance (pixels); (<b>C</b>) shore-normal (dip) grayscale profile through the inlet throat (blue line in (<b>A</b>)) illustrating key morphological features and smaller variations (~bedforms). MSL—projected mean sea level position.</p>
Full article ">Figure 4
<p>Correlation between grayscale patterns and actual bathymetry (Allens Pond, MA, USA: (<b>A</b>) Original satellite image (GoogleEarth<sup>©</sup>2022). Morphological elements include flood-tidal delta (FTD), ebb-tidal delta (ETD), and the inlet throat (IT). Arrows depict the mutually evasive tidal currents (orange) and breaking wave (blue); (<b>B</b>) LUT-16 filter of (<b>A</b>). Note that vegetation and deep water have similar, low GS values; (<b>C</b>) threshold adjustment, with inlet throat still visible; (<b>D</b>) actual LiDAR-based bathymetry (different time from image (<b>A</b>); (<b>E</b>) thresholding based on the red spectrum showing depths shallower than 0.5 m; (<b>F</b>) thresholding of depths above 1.0 m, with the inlet throat still visible (note similar to (<b>C</b>)); (<b>G</b>) most recent satellite image (GoogleEarth<sup>©</sup>2024) showing channel position near the western end of the barrier, with a blue transparent overlay of the 2022 location.</p>
Full article ">Figure 5
<p>Example of GS (Chatham Inlet, Cape Cod, USA): (<b>A</b>) original plan-view image (GoogleEarth<sup>©</sup>2024). Morphological elements of the flood-tidal delta (FTD) and ebb-tidal delta (ETD): SH—ebb shield, ES—ebb spits, FR—flood ramp, EC—main ebb channel, IT—inlet throat, LB—channel-margin linear bars, MF—marginal flood channels, TL—terminal lobe; arrows depict the main tidal currents (orange) and wave approach from the east (blue); (<b>B</b>) LUT-16 version. Yellow highlights are for the shallowest areas, including diffracting waves breaking over the ETD shoals. Insets: area-based histograms show distribution of GS for the entire image (<b>top</b>) and a segment (boxed) with two contrasting ICI ranges (<b>bottom</b>); (<b>C</b>) LUT-Phase version (hotter colors are lighter GS); (<b>D</b>) shore-normal grayscale (GS) profile (see panel above for profile location). The visual GS range is shown on the right. Dashed box outlines the central segment enlarged in panel (<b>E</b>). Note the key morphosedimentary features, including landward-oriented bedforms on the flood ramp (FTD) and ebb-oriented ones on ETD. (<b>E</b>) Central GS profile segment depicting key morphological elements of the inlet channel and tidal deltas. Arrows show tidal currents (black) and waves (blue).</p>
Full article ">Figure 6
<p>Remotely-sensed dataset (Tendra Spit, Ukraine): (<b>A</b>) Northern Black Sea coast, Ukraine; (<b>B</b>) location of Iron Sign East Inlet (ISEI) and Lazurnenska (LI) Inlets; (<b>C</b>) satellite image (GoogleEarth<sup>©</sup>2021) with key morphological elements (1–4: spits/ridges; a–d: channels/swales); (<b>D</b>) profile location on the LUT-16 rendition. Note that both the main channel and barrier vegetation have low color intensity (blue), so the latter requires GS inversion.</p>
Full article ">Figure 7
<p>Cross-channel profile: (<b>A</b>) EIS Inlet bathymetry based on field surveys in 2020 (MSL—mean sea level). Slight MSL fluctuations result in substantial changes to channel width; (<b>B</b>) grayscale profile based on penecontemporaneous satellite imagery (GoogleEarth<sup>©</sup>2021) shows similarity to bathymetric data (profile location shown in <a href="#jmse-13-00072-f006" class="html-fig">Figure 6</a>D and <a href="#jmse-13-00072-f007" class="html-fig">Figure 7</a>A inset). GS values for a vegetated barrier segment have been inverted (scale at right).</p>
Full article ">Figure 8
<p>Shore-normal GS analysis of a pre-closure Lazurnenska Inlet, Dzharylgach Island, Ukraine. (<b>A</b>) Satellite image (GoogleEarth<sup>©</sup>2019) showing key morphological elements: FD—frontal delta, BD—bayside delta; DI—delta island; IT—inlet throat; LS—longshore sandbars; (<b>B</b>) LUT-16 rendition with GS profile location. Note the relatively light vegetation along the barrier, which has a similar color representation to shoals (green), rather than deep water; (<b>C</b>) shore-normal GS profile showing key morphological elements (LS2—seaward longshore bar). Note that IT is the deepest part of the inlet complex, and a sediment ramp extends from the throat to the terminal shoal of the frontal delta (arrow). See <a href="#jmse-13-00072-f009" class="html-fig">Figure 9</a> for a shore-parallel GS profile.</p>
Full article ">Figure 9
<p>Temporal changes along the attachment segment of Dzharylgach island and recent dynamics of the Lazurnenska Inlet (LI) complex: (<b>A</b>,<b>B</b>) closing inlet with a narrow channel (30–40 m; GoogleEarth<sup>©</sup>2023); (<b>C</b>–<b>F</b>) closed channel [<a href="#B55-jmse-13-00072" class="html-bibr">55</a>]. Note the unvegetated barrier; (<b>G</b>) LUT-16 image (December 2023) of the shoreline following the November event—Superstorm Bettina; (<b>H</b>) shore-parallel GS profiles of the 2019 channel (see <a href="#jmse-13-00072-f008" class="html-fig">Figure 8</a>), closed inlet (summer 2023), and the new November 2023 breach (GS scale reflects the relative alongshore trends that approximate color intensity values rather than actual channel depth).</p>
Full article ">Figure 10
<p>Conceptual model of mean ICI patterns for a full breach cycle (non-migrating channel): (<b>A</b>) ICI value (GS and 16-bit scale bars at left) for each location during the cycle. (1) Pre-breach (vegetated barrier); (2) breach (formation of deltas); (3) shoaling channel; (4) closed channel (inactive deltas); (5) post-breach (re-vegetated barrier and landward delta, seaward delta reworked). Vegetation cover can be corrected through GS inversion; (<b>B</b>) GS values at three sites (cross-shore profile) during breaching (2) and post-breach (5) phases. Note that the closed inlet throat represents an unvegetated segment of the barrier, which may undergo aeolian action prior to re-vegetation. Inset: GoogleEarth<sup>©</sup>2019 image of the central Iron Sign Inlet showing the throat, seaward (frontal) and landward (bayside) deltas, and dark vegetated area along the rear portion of the barriers.</p>
Full article ">
23 pages, 23445 KiB  
Article
Dam-Break Hazard Assessment with CFD Computational Fluid Dynamics Modeling: The Tiangchi Dam Case Study
by Jinyuan Xu, Yichen Zhang, Qing Ma, Jiquan Zhang, Qiandong Hu and Yinshui Zhan
Water 2025, 17(1), 108; https://doi.org/10.3390/w17010108 - 3 Jan 2025
Viewed by 280
Abstract
In this research, a numerical model for simulating dam break floods was developed utilizing ArcGIS 10.8, 3ds Max 2021, and Flow-3D v11.2 software, with the aim of accurately representing the dam break disaster at Tianchi Lake in Changbai Mountain. The study involved the [...] Read more.
In this research, a numerical model for simulating dam break floods was developed utilizing ArcGIS 10.8, 3ds Max 2021, and Flow-3D v11.2 software, with the aim of accurately representing the dam break disaster at Tianchi Lake in Changbai Mountain. The study involved the construction of a Triangulated Irregular Network (TIN) terrain surface and the application of 3ds Max 2021 to enhance the precision of the three-dimensional terrain data, thereby optimizing the depiction of the region’s topography. The finite volume method, along with multi-block grid technology, was employed to model the dam break scenario at Tianchi Lake. To evaluate the severity of the dam break disaster, the research integrated land use classifications within the study area with the simulated flood depths resulting from the dam break, applying the natural breaks method for hazard level classification. The findings indicated that the computational fluid dynamics (CFD) numerical model developed in this study significantly enhanced both the efficiency and accuracy of the simulations. Furthermore, the disaster assessment methodology that incorporated land use types facilitated the generation of inundation maps and disaster zoning maps across two scenarios, thereby effectively assessing the impacts of the disaster under varying conditions. Full article
Show Figures

Figure 1

Figure 1
<p>Typical LP event waveform and frequency spectrum at Changbai Volcano Monitoring Station at 05:00 on 22 December 2020. (<b>a</b>) Time–domain waveform, (<b>b</b>) Spectrogram, (<b>c</b>) Power spectral density plot (Source: “2020 Global Volcanic Activity Inventory by China Seismic Network”).</p>
Full article ">Figure 2
<p>Research area.</p>
Full article ">Figure 3
<p>Processing modules in 3ds Max.</p>
Full article ">Figure 4
<p>Flow-3D workflow diagram.</p>
Full article ">Figure 5
<p>Technical route.</p>
Full article ">Figure 6
<p>Grid division of the study area.</p>
Full article ">Figure 7
<p>Water depth distribution maps for the Tianchi dam break simulation at 120 s for Scenario 1 (<b>a</b>) and Scenario 2 (<b>b</b>).</p>
Full article ">Figure 8
<p>Water depth distribution maps for the Tianchi dam break simulation from 240 s to 1080 s in Scenario 1 (<b>a</b>) and Scenario 2 (<b>b</b>).</p>
Full article ">Figure 8 Cont.
<p>Water depth distribution maps for the Tianchi dam break simulation from 240 s to 1080 s in Scenario 1 (<b>a</b>) and Scenario 2 (<b>b</b>).</p>
Full article ">Figure 9
<p>Water depth distribution maps for the Tianchi dam break simulation at 1200 s in Scenario 1 (<b>a</b>) and Scenario 2 (<b>b</b>).</p>
Full article ">Figure 10
<p>Inundation area curves for the flood in both scenarios.</p>
Full article ">Figure 11
<p>Disaster zone classification maps for the Tianchi dam break in Scenario 1 (<b>left</b>) and Scenario 2 (<b>right</b>).</p>
Full article ">Figure 12
<p>Risk zoning maps for the Tianchi dam break in Scenario 1 (<b>left</b>) and Scenario 2 (<b>right</b>).</p>
Full article ">
31 pages, 9251 KiB  
Article
Seasonal Land Use and Land Cover Mapping in South American Agricultural Watersheds Using Multisource Remote Sensing: The Case of Cuenca Laguna Merín, Uruguay
by Giancarlo Alciaturi, Shimon Wdowinski, María del Pilar García-Rodríguez and Virginia Fernández
Sensors 2025, 25(1), 228; https://doi.org/10.3390/s25010228 - 3 Jan 2025
Viewed by 234
Abstract
Recent advancements in Earth Observation sensors, improved accessibility to imagery and the development of corresponding processing tools have significantly empowered researchers to extract insights from Multisource Remote Sensing. This study aims to use these technologies for mapping summer and winter Land Use/Land Cover [...] Read more.
Recent advancements in Earth Observation sensors, improved accessibility to imagery and the development of corresponding processing tools have significantly empowered researchers to extract insights from Multisource Remote Sensing. This study aims to use these technologies for mapping summer and winter Land Use/Land Cover features in Cuenca de la Laguna Merín, Uruguay, while comparing the performance of Random Forests, Support Vector Machines, and Gradient-Boosting Tree classifiers. The materials include Sentinel-2, Sentinel-1 and Shuttle Radar Topography Mission imagery, Google Earth Engine, training and validation datasets and quoted classifiers. The methods involve creating a multisource database, conducting feature importance analysis, developing models, supervised classification and performing accuracy assessments. Results indicate a low significance of microwave inputs relative to optical features. Short-wave infrared bands and transformations such as the Normalised Vegetation Index, Land Surface Water Index and Enhanced Vegetation Index demonstrate the highest importance. Accuracy assessments indicate that performance in mapping various classes is optimal, particularly for rice paddies, which play a vital role in the country’s economy and highlight significant environmental concerns. However, challenges persist in reducing confusion between classes, particularly regarding natural vegetation features versus seasonally flooded vegetation, as well as post-agricultural fields/bare land and herbaceous areas. Random Forests and Gradient-Boosting Trees exhibited superior performance compared to Support Vector Machines. Future research should explore approaches such as Deep Learning and pixel-based and object-based classification integration to address the identified challenges. These initiatives should consider various data combinations, including additional indices and texture metrics derived from the Grey-Level Co-Occurrence Matrix. Full article
(This article belongs to the Special Issue Feature Papers in Remote Sensors 2024)
Show Figures

Figure 1

Figure 1
<p>Number of relevant Scopus-indexed studies using Sentinel-1 and Sentinel-2 for remote sensing (2016–2023).</p>
Full article ">Figure 2
<p>The study area.</p>
Full article ">Figure 3
<p>Harmonized Sentinel-2MultiSpectral Instrument—Level-2A composites.</p>
Full article ">Figure 4
<p>Harmonized Sentinel-2MultiSpectral Instrument-Level-2A indices.</p>
Full article ">Figure 5
<p>Sentinel-1 Ground Range Detected medium composites per polarisation and season.</p>
Full article ">Figure 6
<p>Elevation and slope derived from the shuttle radar topography mission.</p>
Full article ">Figure 7
<p>Representative features of each class.</p>
Full article ">Figure 8
<p>Simplified flow chart of the methodology.</p>
Full article ">Figure 9
<p>Feature importance according to the feature and the classifier.</p>
Full article ">Figure 10
<p>Maps according to the models.</p>
Full article ">Figure 11
<p>Potential applications of LULC cartography in air, water and soil quality assessments.</p>
Full article ">
21 pages, 16295 KiB  
Article
An Equivalent Fracture Element-Based Semi-Analytical Approach to Evaluate Water-Flooding Recovery Efficiency in Fractured Carbonate Reservoirs
by Wenqi Zhao, Lun Zhao, Qianhui Wu, Qingying Hou, Pin Jia and Jue Hou
Processes 2025, 13(1), 96; https://doi.org/10.3390/pr13010096 - 3 Jan 2025
Viewed by 360
Abstract
The productivity prediction of weakly volatile fractured reservoirs is influenced by reservoir parameters and fluid characteristics. To address the computational challenges posed by complex fractures, an equivalent fracture element method is proposed to calculate equivalent permeability in fractured zones. A three-phase seepage model [...] Read more.
The productivity prediction of weakly volatile fractured reservoirs is influenced by reservoir parameters and fluid characteristics. To address the computational challenges posed by complex fractures, an equivalent fracture element method is proposed to calculate equivalent permeability in fractured zones. A three-phase seepage model based on material balance is developed, using the Baker linear model to determine the relative permeabilities of oil, gas, and water while accounting for bound water saturation. Dynamic drainage distance and conductivity coefficients are introduced to calculate production at each stage, with the semi-analytical model solved iteratively for pressure and saturation. Validation against commercial simulation software confirms the model’s accuracy, enabling the construction of productivity curves and analysis of reservoir characteristics and injection scenarios. Results showed that the equivalent fracture element method effectively handled multiphase nonlinear seepage and predicted productivity during water flooding. Productivity was more sensitive to through-fracture models, with production increasing as the fracture extent expanded. Optimal water injection occurred when the formation pressure dropped to 80% of the bubble point pressure, and the recovery efficiency improved with periodic-injection strategies compared to conventional methods. These findings have significant implications for improving oil recovery, optimizing injection strategies, and advancing the design of efficient reservoir management techniques across scientific, practical, and technological domains. Full article
(This article belongs to the Section Energy Systems)
Show Figures

Figure 1

Figure 1
<p>Actual core on-site. Core samples depicted in (<b>a</b>–<b>d</b>) are from different locations.</p>
Full article ">Figure 2
<p>Schematic of the fractured reservoir.</p>
Full article ">Figure 3
<p>Comparison of physical models of a fractured core and homogeneous core.</p>
Full article ">Figure 4
<p>Comparison of physical models of a fractured core and homogeneous core.</p>
Full article ">Figure 5
<p>Fracture numerical model and numerical model after equivalent transformation. Red indicates the fractured zones, while blue denotes the matrix.</p>
Full article ">Figure 6
<p>Oil and gas production comparison results. (<b>a</b>) Cumulative oil production comparison. (<b>b</b>) Cumulative gas production comparison.</p>
Full article ">Figure 7
<p>Physical model based on the equivalent fracture element.</p>
Full article ">Figure 8
<p>Dynamic drainage distance principle.</p>
Full article ">Figure 9
<p>Schematic of the water saturation variation during water flooding.</p>
Full article ">Figure 10
<p>Workflow for solving the semi-analytical model.</p>
Full article ">Figure 11
<p>Numerical model. Red indicates the fractured zones, while blue denotes the matrix.</p>
Full article ">Figure 12
<p>Fluid high-pressure physical property parameters: (<b>a</b>) oil PVT property and (<b>b</b>) gas PVT property.</p>
Full article ">Figure 12 Cont.
<p>Fluid high-pressure physical property parameters: (<b>a</b>) oil PVT property and (<b>b</b>) gas PVT property.</p>
Full article ">Figure 13
<p>Relative permeability curves of the matrix and equivalent fracture zone: (<b>a</b>) oil–water phase relative permeability curve and (<b>b</b>) oil–gas phase relative permeability curve.</p>
Full article ">Figure 13 Cont.
<p>Relative permeability curves of the matrix and equivalent fracture zone: (<b>a</b>) oil–water phase relative permeability curve and (<b>b</b>) oil–gas phase relative permeability curve.</p>
Full article ">Figure 14
<p>Semi-analytical model verification results: (<b>a</b>) comparison of oil rate, (<b>b</b>) comparison of gas rate, and (<b>c</b>) comparison of water rate.</p>
Full article ">Figure 15
<p>Fracture distribution characteristic model.</p>
Full article ">Figure 16
<p>Calculation results of distribution models of different fracture occurrences: (<b>a</b>) comparison of oil rate, (<b>b</b>) comparison of gas rate, (<b>c</b>) comparison of water rate, and (<b>d</b>) comparison of oil recovery.</p>
Full article ">Figure 17
<p>Production history of different injection timings in the non-penetrating fracture model: (<b>a</b>) comparison of oil rate and (<b>b</b>) comparison of GOR.</p>
Full article ">Figure 18
<p>Production history of different water injection timings in the perforating fracture model: (<b>a</b>) comparison of oil rate and (<b>b</b>) comparison of GOR.</p>
Full article ">Figure 19
<p>The cumulative oil production of different fracture models at different injection times.</p>
Full article ">Figure 20
<p>Comparison of recovery efficiency of different fracture models and injection methods. (<b>a</b>) Recovery efficiency of different water-flooding modes using the non-penetrating fracture model. (<b>b</b>) Recovery efficiency of different water-flooding modes using the fracture model.</p>
Full article ">Figure 21
<p>Comparison of the water rate in different fracture models and injection methods. (<b>a</b>) Water rate of different injection methods using the non-penetrating fracture model. (<b>b</b>) Water rate of different injection methods using the fracture model.</p>
Full article ">Figure 22
<p>Results of different water injection durations using the non-penetrating fracture model: (<b>a</b>) average pressure, (<b>b</b>) oil recovery, and (<b>c</b>) water rate.</p>
Full article ">Figure 23
<p>Results of different half-cycle water injections using the fracture model: (<b>a</b>) average pressure, (<b>b</b>) oil recovery, and (<b>c</b>) water rate.</p>
Full article ">
43 pages, 20613 KiB  
Article
Assessing the Black Sea Mesozooplankton Community Following the Nova Kakhovka Dam Breach
by Elena Bisinicu and Luminita Lazar
J. Mar. Sci. Eng. 2025, 13(1), 67; https://doi.org/10.3390/jmse13010067 - 2 Jan 2025
Viewed by 285
Abstract
In June 2023, following the breach of the Nova Kakhovka Dam during the Ukraine-Russia war, a comprehensive study was conducted along the Romanian Black Sea coast to assess water quality and mesozooplankton communities. Surface water analyses revealed significant gradients in nutrient levels and [...] Read more.
In June 2023, following the breach of the Nova Kakhovka Dam during the Ukraine-Russia war, a comprehensive study was conducted along the Romanian Black Sea coast to assess water quality and mesozooplankton communities. Surface water analyses revealed significant gradients in nutrient levels and salinity, particularly from north to south, influenced by the influx of freshwater and nutrients from riverine sources and the dam breach. Flooding was found to significantly impact nutrient dynamics and species distributions, with increased concentrations of SiO4 and NO3 in flooded stations. A strong relationship was observed between environmental factors and biological assemblages, with silicates identified as a key driver. Biodiversity patterns varied across regions, with the Shannon–Wiener Index indicating lower zooplankton diversity in transitional waters, reflecting environmental stress. Statistical methods, including correlation analysis, multidimensional scaling, t-tests, and canonical analysis, were employed to investigate the links between mesozooplankton communities and environmental variables. These findings underscore disruptions in trophic dynamics and ecosystem balance, emphasizing the need for integrated environmental management strategies to mitigate further degradation and foster the ecological recovery of the Black Sea. Full article
Show Figures

Figure 1

Figure 1
<p>Map of the study area and Romanian EEZ (white) in the Black Sea region, stations affected by the floodwaters (red circle), and the Nova Kakhovka Dam location (black triangle).</p>
Full article ">Figure 2
<p>Seawater temperature plot by marine reporting units, surface of the Black Sea, June 2023.</p>
Full article ">Figure 3
<p>Salinity box plot by marine reporting units, surface of the Black Sea, June 2023.</p>
Full article ">Figure 4
<p>Spatial distribution of dissolved inorganic phosphorus (DIP) and box plot by marine reporting units, surface of the Black Sea, June 2023.</p>
Full article ">Figure 5
<p>Spatial distribution of dissolved silicate and box plot by marine reporting units, surface of the Black Sea, June 2023.</p>
Full article ">Figure 6
<p>Spatial distribution of dissolved inorganic nitrogen and box plot by marine reporting units, surface of the Black Sea, June 2023.</p>
Full article ">Figure 7
<p>Composition of identified taxa across different MRUs.</p>
Full article ">Figure 8
<p>Shade plot of taxa density and biomass across various sampling stations within transitional, coastal, and marine reporting units (MRUs).</p>
Full article ">Figure 9
<p>Histogram representing the distribution of the test statistic R from the MRU test.</p>
Full article ">Figure 10
<p>Species richness (<span class="html-italic">S</span>) and evenness (<span class="html-italic">J</span>′) across sampling stations, blue stations represent flooded sampling sites, June 2023.</p>
Full article ">Figure 11
<p>Shannon–Wiener diversity index (<span class="html-italic">H</span>′) values for zooplankton in June 2023, blue stations represent flooded sampling sites. Red—very poor quality, orange—poor quality, yellow—moderate quality, green—good quality.</p>
Full article ">Figure 12
<p>Shannon–Wiener diversity index (<span class="html-italic">H</span>′) values for zooplankton across MRUs in June 2023. Orange—poor quality, yellow—moderate quality.</p>
Full article ">Figure 13
<p>Spatial distribution of fodder zooplankton density (<b>upper</b>) and biomass (<b>lower</b>) along the coastal region in June 2023.</p>
Full article ">Figure 14
<p>Shade plots showing the distribution of fodder zooplankton in June 2023 across sampling stations. Upper—density (ind/m<sup>3</sup>), lower—biomass (mg/m<sup>3</sup>).</p>
Full article ">Figure 15
<p>Spatial distribution of nonfodder zooplankton density (<b>upper</b>) and biomass (<b>lower</b>) along the coastal region in June 2023.</p>
Full article ">Figure 16
<p>Non-metric multidimensional scaling (nMDS) plots illustrating the similarities in taxa density (ind/m<sup>3</sup>) and taxa biomass (mg/m<sup>3</sup>) between flooded (F) and non-flooded (NF) stations, June 2023.</p>
Full article ">Figure 17
<p>Fuzzy cognitive map—interactions between physicochemical parameters and mesozooplankton in Black Sea transitional waters.</p>
Full article ">Figure 18
<p>Fuzzy cognitive map—interactions between physicochemical parameters and mesozooplankton in Black Sea coastal waters.</p>
Full article ">Figure 19
<p>Fuzzy cognitive map—interactions between physicochemical parameters and mesozooplankton in Black Sea marine waters.</p>
Full article ">Figure 20
<p>Ecological status of Copepoda biomass indicator in the Black Sea, June 2023.</p>
Full article ">Figure 21
<p>Ecological status of mesozooplankton biomass indicator in the Black Sea, June 2023.</p>
Full article ">Figure 22
<p>Ecological status of <span class="html-italic">Noctiluca scintillans</span> biomass indicator in the Black Sea, June 2023.</p>
Full article ">Figure 23
<p>Integrated Index of Ecological Status of the Black Sea, June 2023, red—GES, green—Non-GES.</p>
Full article ">Figure 24
<p>Satellite image of the Black Sea region following the Nova Kakhovka Dam breach, 21 June 2023.</p>
Full article ">Figure 25
<p>Satellite image of chlorophyll concentrations in the Black Sea, 15 June 2023.</p>
Full article ">
53 pages, 13757 KiB  
Article
Coastal Hazard and Vulnerability Assessment in Cameroon
by Mesmin Tchindjang, Philippes Mbevo Fendoung and Casimir Kamgho
J. Mar. Sci. Eng. 2025, 13(1), 65; https://doi.org/10.3390/jmse13010065 - 2 Jan 2025
Viewed by 223
Abstract
The coast is the most dynamic part of the Earth’s surface due to its strategic position at the interface of the land and the sea. It is, therefore, exposed to hazards and specific risks because of the geography as well as the geological [...] Read more.
The coast is the most dynamic part of the Earth’s surface due to its strategic position at the interface of the land and the sea. It is, therefore, exposed to hazards and specific risks because of the geography as well as the geological and environmental characteristics of different countries. The coastal environment is essentially dynamic and evolving in time and space, marked by waves, tides, and seasons; moreover, it is subjected to many marine and continental processes (forcing). This succession of events significantly influences the frequency and severity of coastal hazards. The present paper aims at describing and characterizing the hazards and vulnerabilities on the Cameroonian coast. Cameroon possesses 400 km of coastline, which is exposed to various hazards. It is important to determine the probabilities of these hazards, the associated effects, and the related vulnerabilities. In this study, in this stable intraplate setting, the methodology used was diverse and combined techniques for the study of the shore and methods for the treatment of climatic data. Also, historical data were collected during field observations and from the CRED website for all the natural hazards recorded in Cameroon. In addition, documents on climate change were consulted. Remotely sensed data, combined with GIS tools, helped to determine and assess the associated risks. A critical grid combining a severity and frequency analysis was used to better understand these hazards and the coastal vulnerabilities of Cameroon. The results show that Cameroon’s coastal margins are subject to natural processes that cause shoreline changes, including inundation, erosion, and accretion. This study identified seven primary hazard types (earthquakes, volcanism, landslides, floods, erosion, sea level rise, and black tides) affecting the Cameroonian coastline, with the erosion rate exceeding 1.15 m/year at Cape Cameroon. Coastal populations are continuously threatened by these natural or man-induced hazards, and they are periodically subjected to catastrophic disasters such as floods and landslides, as experienced in Cameroon. In addition, despite the existence of the National Contingency Plan devised by the Directorate of Civil Protection, National Risk, and Climate Change Observatories, the implementation of disaster risk reduction and mitigation strategies is suboptimal. Full article
(This article belongs to the Special Issue Monitoring and Analysis of Coastal Hazard Risks)
Show Figures

Figure 1

Figure 1
<p>Main landforms and features of Cameroon (source: Tchindjang, [<a href="#B36-jmse-13-00065" class="html-bibr">36</a>]).</p>
Full article ">Figure 2
<p>Geological cross-section of the coastal region (source: Tchindjang, [<a href="#B36-jmse-13-00065" class="html-bibr">36</a>]).</p>
Full article ">Figure 3
<p>Cameroon coastal geomorphology (source: adapted from Tchindjang [<a href="#B36-jmse-13-00065" class="html-bibr">36</a>]).</p>
Full article ">Figure 4
<p>Rocky volcanic coast with mole and cape in Limbe. (Source: Tchindjang, December 2012.)</p>
Full article ">Figure 5
<p>Rocky and sandy shores at Kribi. (Source: Tchindjang, August 2017.)</p>
Full article ">Figure 6
<p>Coastal vulnerability indices and equation.</p>
Full article ">Figure 7
<p>Coastal hazards in Cameroon.</p>
Full article ">Figure 8
<p>Cameroon earthquake map (source: Tchindjang [<a href="#B31-jmse-13-00065" class="html-bibr">31</a>]).</p>
Full article ">Figure 9
<p>Lava flows from the 1999 Cameroon Mountains eruption. It cut the West Coast highway and stopped just at 50 m from the ocean. A deviation was built to allow continuous road traffic. (Source: Tchindjang, April, 2007.)</p>
Full article ">Figure 10
<p>Landslide manifestations in the coastal areas of Cameroon. At the top left, food crops on the slopes at Bimbia. Right, a landslide with the destruction of crops (banana trees in Bimbia). Here is a change in land use on the Mutengene road with the introduction of maize (a very ravenous plant) and banana plantations that gradually bite the slopes and replace the forest. (Source, Tchindjang, December 2012.) In the middle, a hillslope is affected by a mass movement in Limbe city, and one can see houses and property exposed to damage. The last photos showed the way the municipality and agro-industries are fighting against landslides through rocky gabions.</p>
Full article ">Figure 11
<p>Coastal population level of vulnerability.</p>
Full article ">Figure 12
<p>Evolution of the total mean rainfall in the Cameroon coast.</p>
Full article ">Figure 13
<p>Evolution of the temperature on the Cameroon coast.</p>
Full article ">Figure 14
<p>Effects of coastal erosion on Limbe and Kribi Coast (source: Tchindjang, 2012 and 2017).</p>
Full article ">Figure 15
<p>Sea level rises threatening roads and oil palm plantations in the West Coast district of Cameroon (source; Tchindjang, December 2012).</p>
Full article ">Figure 16
<p>Summary of coastal erosion on the Kribian coast in EPR (m/year).</p>
Full article ">Figure 17
<p>Predictive mapping of the coastline dynamics on the Kribian coast, in 2050, following the BETA prediction model, in DSAS.</p>
Full article ">Figure 18
<p>Sand extraction at the Lobé Falls and erosion linked to human activities (fishing, housing, etc.) on the shore at Londji and Ebodje (source: Tchindjang, 2013–2018).</p>
Full article ">Figure 19
<p>Gabions or cords of rockfill and sandbags at Lobe Falls and Ebodje. Rockfill berms are one of the most common measures for stabilizing the coastline. However, this is a mixed success with the rising sea currents (source: Tchindjang, 2017–2019).</p>
Full article ">Figure 20
<p>Summary of the impact assessment of large oil spill on the biological environment.</p>
Full article ">Figure 21
<p>Summary of the impact assessment of a large hydrocarbon spill on the socioeconomic environment.</p>
Full article ">Figure 22
<p>Coastal vulnerability indices in Cameroon: physical coastal vulnerability index (CVIP), social coastal vulnerability index (CVIS), and economic coastal vulnerability index (CVIE).</p>
Full article ">Figure 23
<p>Overall coastal vulnerability indices in %.</p>
Full article ">Figure 24
<p>Overall vulnerability indices by gravity.</p>
Full article ">Figure 25
<p>Integrated coastal vulnerability index.</p>
Full article ">Figure 26
<p>Vulnerability index scores by area.</p>
Full article ">Figure 27
<p>Proposed local adaptative strategies for coastal management in Cameroon.</p>
Full article ">Figure A1
<p>Critical grid based on 5 × 5 risk assessment matrix.</p>
Full article ">Figure A2
<p>Methodology chart of the study.</p>
Full article ">Figure A3
<p>Impacts of the ship movements on the Cameroon coastal environment.</p>
Full article ">Figure A4
<p>Impact of the pollution from land on the main coastal environment studied.</p>
Full article ">
20 pages, 3620 KiB  
Article
Comparing the Efficiency of Particle Swarm and Harmony Search Algorithms in Optimizing the Muskingum–Cunge Model
by Rahleh Ahmadi, Jamshid Piri, Hadi Galavi and Mahdi Keikha
Water 2025, 17(1), 104; https://doi.org/10.3390/w17010104 - 2 Jan 2025
Viewed by 255
Abstract
Climate change-induced alterations in monsoon patterns have exacerbated flooding challenges in Balochistan, Iran. This study addresses the urgent need for improved flood prediction methodologies in data-scarce arid regions by integrating the Muskingum–Cunge model with advanced optimization techniques. Particle swarm optimization (PSO) and harmony [...] Read more.
Climate change-induced alterations in monsoon patterns have exacerbated flooding challenges in Balochistan, Iran. This study addresses the urgent need for improved flood prediction methodologies in data-scarce arid regions by integrating the Muskingum–Cunge model with advanced optimization techniques. Particle swarm optimization (PSO) and harmony search (HS) algorithms were applied and compared across eight major rivers in Balochistan, each with distinct hydrological characteristics. A comprehensive multi-metric evaluation framework was developed to assess the performance of these algorithms. The results demonstrate PSO’s superior performance, particularly in complex terrain conditions. For instance, at the Kajou station, PSO improved the Coefficient of Residual Mass (CRM) by 0.01, efficiency (EF) by 0.92, Agreement Index (d) by 0.98, and Normalized Root Mean Square Error (NRMSE) by 0.10 compared to HS. Correlation coefficients ranging from 0.6558 to 0.9645 validate the methodology’s effectiveness in data-scarce environments. This research provides valuable insights into algorithm performance under limited data conditions and offers region-specific parameter optimization guidelines for similar geographical contexts. By advancing flood routing science and providing a validated framework for optimization algorithm selection, this study contributes to improved flood management in regions vulnerable to climate change. Full article
(This article belongs to the Section Hydrology)
Show Figures

Figure 1

Figure 1
<p>Study area and river basins in Baluchistan.</p>
Full article ">Figure 2
<p>Flowchart of particle swarm optimization algorithm (PSO).</p>
Full article ">Figure 3
<p>Flowchart of harmony search algorithm (HS).</p>
Full article ">Figure 4
<p>Comparing the results of PSO and HS models of the optimization of Muskingum–Cunge coefficients against the actual flood flow for stations.</p>
Full article ">Figure 4 Cont.
<p>Comparing the results of PSO and HS models of the optimization of Muskingum–Cunge coefficients against the actual flood flow for stations.</p>
Full article ">Figure 5
<p>Chart of outlet flow with PSO and HS models, optimization of Muskingum–Cunge coefficients for stations.</p>
Full article ">Figure 5 Cont.
<p>Chart of outlet flow with PSO and HS models, optimization of Muskingum–Cunge coefficients for stations.</p>
Full article ">Figure 6
<p>Heat map to compare statistical results in stations.</p>
Full article ">
25 pages, 4423 KiB  
Article
Evaluation of the Social Performance of Urban Stormwater Parks: A Case Study in Jinhua, Zhejiang
by Yaohui Su and Lingxiao Shu
Sustainability 2025, 17(1), 259; https://doi.org/10.3390/su17010259 - 2 Jan 2025
Viewed by 323
Abstract
An urban rain flood park refers to a park built with ecological function as the guide. The aim of this study is to examine the social benefits of urban stormwater landscapes. By establishing an evaluation model, conducting field research and analysis, comparing parks, [...] Read more.
An urban rain flood park refers to a park built with ecological function as the guide. The aim of this study is to examine the social benefits of urban stormwater landscapes. By establishing an evaluation model, conducting field research and analysis, comparing parks, and applying mathematical model analysis, the feedback from various user groups is assessed. The purpose is to explore whether ecologically oriented urban stormwater parks offer superior social benefits and to provide references for optimizing the benefits of urban stormwater park design. The paper selects Yanweizhou Park, Zhejiang Jinhua, a representative of innovative design practices in an urban rainwater park in China, as a case study for evaluation research and introduces the traditional park, Wuzhou Park, for comparison. The results show that Yanweizhou Park, which is designed based on ecology as the first principle, is still highly evaluated in terms of social performance. People think that ecological parks are more representative of the urban image. The eco-park is more popular with young people and more dispersed in activities. Both types of parks suffer from insufficient infrastructure construction. Full article
Show Figures

Figure 1

Figure 1
<p>Location map of the two parks (Source: drawn by author).</p>
Full article ">Figure 2
<p>Results of topic coherence and perplexity calculations (Source: Author).</p>
Full article ">Figure 3
<p>Semantic bubble chart of topic distribution [<a href="#B35-sustainability-17-00259" class="html-bibr">35</a>,<a href="#B36-sustainability-17-00259" class="html-bibr">36</a>]. (Source: Author).</p>
Full article ">Figure 4
<p>Word cloud diagram of topics (Source: Author).</p>
Full article ">Figure 5
<p>Semantic network analysis of Yanweizhou Park (Source: Author).</p>
Full article ">Figure 6
<p>Semantic network analysis of Wuzhou Park (Source: Author).</p>
Full article ">Figure 7
<p>Importance and performance in Yanweizhou Park (Source: Author).</p>
Full article ">Figure 8
<p>Importance and performance in Wuzhou Park (Source: Author).</p>
Full article ">
17 pages, 4205 KiB  
Article
Mechanisms and Production Enhancement Effects of CO2/CH4 Mixed Gas Injection in Shale Oil
by Xiangyu Zhang, Qicheng Liu, Jieyun Tang, Xiangdong Cui, Shutian Zhang, Hong Zhang, Yinlong Lu, Xiaodong Dong, Hongxing Yan, Mingze Fu, Yuliang Su and Zheng Chen
Energies 2025, 18(1), 142; https://doi.org/10.3390/en18010142 - 2 Jan 2025
Viewed by 327
Abstract
Shale oil, a critical unconventional energy resource, has received substantial attention in recent years. However, systematic research on developing shale oil using mixed gases remains limited, and the effects of various gas compositions on crude oil and rock properties, along with their potential [...] Read more.
Shale oil, a critical unconventional energy resource, has received substantial attention in recent years. However, systematic research on developing shale oil using mixed gases remains limited, and the effects of various gas compositions on crude oil and rock properties, along with their potential for enhanced oil recovery, are not yet fully understood. This study utilizes PVT analysis, SEM, and core flooding tests with various gas mixtures to elucidate the interaction mechanisms among crude oil, gas, and rock, as well as the recovery efficiency of different gas types. The results indicate that increasing the mole fraction of CH4 substantially raises the oil saturation pressure, up to 1.5 times its initial value. Pure CO2, by contrast, exhibits the lowest saturation pressure, rendering it suitable for long-term pressurization strategies. CO2 shows exceptional efficacy in reducing interfacial tension, though the viscosity reduction effects of different gases exhibit minimal variation. Furthermore, CO2 markedly modifies the pore structure of shale through dissolution, increasing porosity by 2% and enhancing permeability by 61.63%. In both matrix and fractured cores, the recovery rates achieved with mixed gases were 36.9% and 58.6%, respectively, demonstrating improved production compared to single-component gases. This research offers a theoretical foundation and novel insights into shale oil development. Full article
(This article belongs to the Section H: Geo-Energy)
Show Figures

Figure 1

Figure 1
<p>The schematic diagram of PVT experimental equipment.</p>
Full article ">Figure 2
<p>The schematic diagram of the mixed gas huff and puff core experimental device.</p>
Full article ">Figure 3
<p>Composition of formation oil composition.</p>
Full article ">Figure 4
<p>Composition of produced gas components.</p>
Full article ">Figure 5
<p>The results of the constant mass expansion experiment: (<b>a</b>) the results of the isothermal constant mass expansion experiment of crude oil and (<b>b</b>) the comparison of saturation pressure between different injected gases and crude oil.</p>
Full article ">Figure 6
<p>The experimental results of expansion coefficient and viscosity of crude oil with different gases: (<b>a</b>) curves of expansion coefficient of different injected gases with molar fraction and (<b>b</b>) curves of viscosity of crude oil with different injected gases with molar fraction.</p>
Full article ">Figure 7
<p>The experimental results of miscibility with crude oil in different gas media: (<b>a</b>) curves of interfacial tension of different injected gases with mole fraction and (<b>b</b>) comparison of miscible pressure of different injected gases.</p>
Full article ">Figure 8
<p>The SEM experimental images of rock at different times: (<b>a</b>) the original overall appearance of the rock, (<b>b</b>) the SEM image after CO<sub>2</sub> treatment, and (<b>c</b>) the SEM image after CH<sub>4</sub> treatment.</p>
Full article ">Figure 9
<p>SEM images of different parts of rock: (<b>a</b>) SEM images before and after CO<sub>2</sub> action, (<b>b</b>) SEM images before and after CO<sub>2</sub> action, and (<b>c</b>) SEM images before and after CO<sub>2</sub> action.</p>
Full article ">Figure 10
<p>The change in shale physical properties under different gas effects: (<b>a</b>) the change in porosity under different gas effects and (<b>b</b>) the change in permeability under different gas effects.</p>
Full article ">Figure 11
<p>The effect of different gas injection huff and puff on the matrix core: (<b>a</b>) different rounds of gas injection recovery and (<b>b</b>) different rounds of gas to improve the recovery rate.</p>
Full article ">Figure 12
<p>The effect of different gas injection huff and puff in fractured core: (<b>a</b>) different rounds of gas injection recovery and (<b>b</b>) different rounds of gas to improve the recovery rate.</p>
Full article ">
Back to TopTop