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Search Results (2,304)

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22 pages, 4509 KiB  
Article
Goat Milk Exhibits a Higher Degree of Protein Oxidation and Aggregation than Cow Milk During Cold Storage
by Lirong Zhu, Zixuan Fan, Wenhao Li and Yuanyuan Shan
Foods 2025, 14(5), 852; https://doi.org/10.3390/foods14050852 (registering DOI) - 1 Mar 2025
Abstract
Due to their markedly distinct protein compositions and structures, goat milk and cow milk display substantially different characteristics. In this study, the quality and composition of goat milk and cow milk were studied after being refrigerated at 4 °C for 7 days, with [...] Read more.
Due to their markedly distinct protein compositions and structures, goat milk and cow milk display substantially different characteristics. In this study, the quality and composition of goat milk and cow milk were studied after being refrigerated at 4 °C for 7 days, with a particular focus on protein oxidation and aggregation states. The results revealed that alongside increases in acidity, microbial colony count, and hydrolysis, there was a significant change in the protein aggregation state beginning on the second day. This change was characterized by increased turbidity, an elevated centrifugal sedimentation rate, and a right-shifted particle size distribution. After seven days of refrigeration, the centrifugal sedimentation rate of goat milk increased from 0.53% to 0.97%, whereas that of cow milk rose from 0.41% to 0.58%. The degree of aggregation was significantly greater in goat milk compared to cow milk. Additionally, both protein and lipids exhibited substantial oxidation, with the degree of oxidation more pronounced in goat milk than in cow milk. The malondialdehyde (MDA) content increased from 0.047 μg/mL to 0.241 μg/mL in goat milk and from 0.058 μg/mL to 0.178 μg/mL in cow milk. The results suggest that goat milk was more prone to oxidation, which further reduced its stability. Therefore, in the storage and transportation of dairy products before processing, it is essential not only to monitor sanitary conditions but also to effectively control protein oxidation to enhance the quality of milk processing. Full article
(This article belongs to the Section Dairy)
Show Figures

Figure 1

Figure 1
<p>Changes in centrifugal precipitation (<b>A</b>), centrifugal sedimentation rate (<b>B</b>), turbidity (<b>C</b>), and particle size distribution (<b>D</b>) of raw milk during refrigeration. Different letters (a–c and A–C) indicate significant differences (<span class="html-italic">p</span> &lt; 0.05) between samples (lowercase letters for goat milk; capital letters for cow milk). Different letters (X, Y) indicate significant differences (<span class="html-italic">p</span> &lt; 0.05) between samples of different types of milk stored for the same period.</p>
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<p>SDS-PAGE of goat milk (<b>A</b>) and cow milk (<b>B</b>) during cold storage. The letter (M) indicates standard protein markers, and the numbers 0, 1, 2, 3, 5, and 7 indicate the number of cold storage days.</p>
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<p>POV (<b>A</b>), MDA (<b>B</b>), carbonyl (<b>C</b>), dityrosine (<b>D</b>), and correlation analysis (<b>E</b>) of raw goat milk and cow milk during cold storage. Different letters (a–f and A–E) indicate significant differences (<span class="html-italic">p</span> &lt; 0.05) between samples (lowercase letters for goat milk; capital letters for cow milk). Different letters (X, Y) indicate significant differences (<span class="html-italic">p</span> &lt; 0.05) between samples of different types of milk stored for the same period.</p>
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<p>Changes in ζ-potential (<b>A</b>), hydrophobicity (<b>B</b>), and free sulfhydryl (<b>C</b>) content of raw goat milk and cow milk during cold storage. Different letters (a–d and A–D) indicate significant differences (<span class="html-italic">p</span> &lt; 0.05) between samples (lowercase letters for goat milk; capital letters for cow milk). Different letters (X, Y) indicate significant differences (<span class="html-italic">p</span> &lt; 0.05) between samples of different types of milk stored for the same period.</p>
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<p>Changes in main proteins and certain enzymes of raw goat milk on the 0th and 2nd day of cold storage. “ns” means that there is no significant difference between samples (<span class="html-italic">p</span> &lt; 0.05); “*” means that there is a significant difference between samples (<span class="html-italic">p</span> &lt; 0.05); “**” means that there is a significant difference between samples (<span class="html-italic">p</span> &lt; 0.01).</p>
Full article ">
16 pages, 31926 KiB  
Article
Fine Sediment Dispersion in the Addu-City Dredging and Reclamation Project
by Efstratios N. Fonias, Erik van Eekelen and Barend van den Bosch
J. Mar. Sci. Eng. 2025, 13(3), 489; https://doi.org/10.3390/jmse13030489 (registering DOI) - 1 Mar 2025
Abstract
The matter of the quantification of the fraction of the dredged sediment that is released by a trailing suction hopper dredger into the surrounding waters, also known as the passive phase of the plume during dredging operations through the overflow, is a rather [...] Read more.
The matter of the quantification of the fraction of the dredged sediment that is released by a trailing suction hopper dredger into the surrounding waters, also known as the passive phase of the plume during dredging operations through the overflow, is a rather complex process. A number of processes, including sediment settling, propeller wash, and entrapment of air during sediment release, are only a few of the reasons why plumes are formed and sediments because of the overflow are released back into the environment. The present work attempts to examine the empirical considerations used for the estimation of the amount of sediments expected to be released through the overflow or via a reclamation by looking into the case of the Addu-City dredging and reclamation project. Moreover, the effectiveness of silt curtains as a turbidity containment measure is discussed. Based on the field data collected, it can be concluded that under normal hydrodynamic conditions, from the sediment source calculated based on the existing literature, only 20% of the fine sediments is available for dispersion. Moreover, the accurate and consistent follow-up of the work schedule execution and consistent monitoring as a part of environmental management can ensure compliance with environmental regulations further away from the project area. Full article
(This article belongs to the Special Issue Sediment Dynamics in Artificial Nourishments—2nd Edition)
18 pages, 272 KiB  
Article
Quality Parameters of Wort Produced with Lentil Malt with the Use of Some Enzymatic Preparations
by Katarzyna Fulara, Aneta Ciosek, Olga Hrabia, Monika Cioch-Skoneczny, Krystian Klimczak and Aleksander Poreda
Foods 2025, 14(5), 848; https://doi.org/10.3390/foods14050848 (registering DOI) - 1 Mar 2025
Abstract
Lentils represent a promising alternative for beer production, potentially offering unique benefits and challenges. This study investigates the physicochemical properties of brewer’s wort derived from both barley and lentil grains. Specifically, it compares worts produced from raw and malted lentils, with and without [...] Read more.
Lentils represent a promising alternative for beer production, potentially offering unique benefits and challenges. This study investigates the physicochemical properties of brewer’s wort derived from both barley and lentil grains. Specifically, it compares worts produced from raw and malted lentils, with and without the addition of amylase and protease enzymes. Key parameters such as filtration and saccharification times, pH, extract content, color, turbidity, polyphenol content, free amino nitrogen (FAN), nitrogen content, and metal ion and sugar composition were meticulously measured. Results indicate that both raw and malted lentils can be utilized to produce brewer’s wort, with the malting process enhancing extract levels. Notably, the addition of amylolytic enzymes resulted in the highest extract levels for both lentil types. Lentil-based worts exhibited significantly higher FAN levels and lower turbidity compared to barley malt worts. Despite barley malt’s established advantages in saccharification efficiency, filtration, and extract yield, lentils offer distinct benefits such as elevated FAN levels and unique color profiles. Enzyme treatments play a crucial role in optimizing lentil-based wort production, highlighting the potential for lentils in brewing applications. Full article
(This article belongs to the Section Food Biotechnology)
21 pages, 11842 KiB  
Article
Deriving Coastal Sea Surface Current by Integrating a Tide Model and Hourly Ocean Color Satellite Data
by Songyu Chen, Fang Shen, Renhu Li, Yuan Zhang and Zhaoxin Li
Remote Sens. 2025, 17(5), 874; https://doi.org/10.3390/rs17050874 - 28 Feb 2025
Abstract
Sea surface currents (SSCs) play a pivotal role in material transport, energy exchange, and ecosystem dynamics in coastal marine environments. While traditional methods to obtain wide-range SSCs, such as satellite altimetry, often struggle with limited performance in coastal regions due to waveform contamination, [...] Read more.
Sea surface currents (SSCs) play a pivotal role in material transport, energy exchange, and ecosystem dynamics in coastal marine environments. While traditional methods to obtain wide-range SSCs, such as satellite altimetry, often struggle with limited performance in coastal regions due to waveform contamination, deriving SSCs from sequential ocean color data using maximum cross-correlation (MCC) has emerged as a promising approach. In this study, we proposed a novel SSC estimation method, called tide-restricted maximum cross-correlation (TRMCC), and implemented it on hourly ocean color data obtained from the Geostationary Ocean Color Imager II (GOCI-II) and the global tide model FES2014 to derive SSCs in coastal seas and turbid estuaries. Cross-comparison over three years with buoy data, high-frequency radar, and numerical model products shows that TRMCC is capable of obtaining high-resolution SSCs with good accuracy in coastal and estuarine areas. Both large-scale ocean circulation patterns in seas and fine-scale surface current structures in estuaries can be effectively captured. The deriving accuracy, especially in coastal and estuarine areas, can be significantly improved by integrating tidal current data into the MCC workflow, and the influence of invalid data can be minimized by using a flexible reference window size and normalized cross-correlation in the Fourier domain technique. Seasonal SSC structure in the Bohai Sea and diurnal SSC variation in the Yangtze River Estuary were depicted via the satellite method, for the first time. Our study highlights the vast potential of TRMCC to improve the understanding of current dynamics in complex coastal regions. Full article
(This article belongs to the Special Issue Satellite Remote Sensing for Ocean and Coastal Environment Monitoring)
11 pages, 418 KiB  
Article
Invasive Aquatic Weeds Suppress Predator–Prey Cascades: Evidence from a Mesocosm Study
by Pierre William Froneman
Diversity 2025, 17(3), 178; https://doi.org/10.3390/d17030178 - 28 Feb 2025
Abstract
Submerged macrophytes can profoundly influence interactions between aquatic predators and their prey due to changes in foraging efficiencies, pursuit time and swimming behaviors of predator–prey participants. Water hyacinth, Eichhornia crassipes (Mart.) Solms-Laub. (Pontederiaceae), is the most widely distributed of the aquatic invasive weeds [...] Read more.
Submerged macrophytes can profoundly influence interactions between aquatic predators and their prey due to changes in foraging efficiencies, pursuit time and swimming behaviors of predator–prey participants. Water hyacinth, Eichhornia crassipes (Mart.) Solms-Laub. (Pontederiaceae), is the most widely distributed of the aquatic invasive weeds in South Africa. This invasive weed contributes to changes in physicochemical (turbidity, temperature and water column stratification) and biological (total chlorophyll-a (Chl-a) concentrations and species composition and distribution of vertebrates and invertebrates) variables within freshwater systems of the region. The current study assessed the influence of varying levels of water hyacinth cover (0, 25, 50 and 100% treatments) on the total Chl-a concentration, size structure of the phytoplankton community and the strength of the interaction between a predatory notonectid, Enithares sobria, and zooplankton using a short-term 10-day long mesocosm study. There were no significant differences in selected physicochemical (temperature, dissolved oxygen, total nitrogen and total phosphate) variables in these different treatments over the duration of this study (ANOVA; p > 0.05 in all cases). Results of this study indicate that treatment had a significant effect on total Chl-a concentrations and total zooplankton abundances. The increased surface cover of water hyacinth contributed to a significant reduction in total Chl-a concentrations and a significant increase in total zooplankton abundances (ANCOVA; p < 0.05 in both cases). The increased habitat complexity conferred by the water hyacinth root system provided refugia for zooplankton. The decline in total Chl-a concentration and the size structure of the phytoplankton community under elevated levels of water hyacinth cover can therefore probably be related to both the unfavorable light environment conferred by the plant cover and the increased grazing activity of zooplankton. The presence of the water hyacinth thus suppressed a predator–prey cascade at the base of the food web. Water hyacinth may, therefore, have important implications for the plankton food web dynamics of freshwater systems by reducing food availability (Chl-a), changing energy flow and alternating the strength of interactions between predators and their prey. Full article
(This article belongs to the Special Issue 2024 Feature Papers by Diversity’s Editorial Board Members)
29 pages, 2628 KiB  
Article
Analyzing Riyadh Treated Wastewater Parameters for Irrigation Suitability Through Multivariate Statistical Analysis and Water Quality Indices
by Ahmed M. Elfeky, Faisal M. Alfaisal and Ahmed El-Shafei
Water 2025, 17(5), 709; https://doi.org/10.3390/w17050709 - 28 Feb 2025
Abstract
An alternative irrigation water supply that prioritizes quality standards, promotes sustainable water resource management, and uses ecologically friendly approaches is still being researched. The purpose of this study is to evaluate the thirteen physicochemical properties of Riyadh wastewater treatment plants (WWTPs) over eight [...] Read more.
An alternative irrigation water supply that prioritizes quality standards, promotes sustainable water resource management, and uses ecologically friendly approaches is still being researched. The purpose of this study is to evaluate the thirteen physicochemical properties of Riyadh wastewater treatment plants (WWTPs) over eight years for their potential use in irrigation. Wastewater quality was assessed using the Comprehensive Water Pollution Index (CPI) and the Canadian Wastewater Quality Index (CWQI). Principal component analysis and heatmaps were also used to identify trustworthy parameters. The CWQI results, ranging from 72.95 to 95.55%, showed acceptable variations over eight years, indicating adequate quality. The CPI values varied from 0.19 to 0.77. However, the average CPI was determined to be 0.6, indicating that there had been some slight contamination throughout the study. The first and second components (PC1 and PC2) represented 32.6% of the data, revealing a dominant pattern for a better understanding of the effluent characteristics. The effluent parameters loaded onto PC1 were EC, Ca2++Mg2+, NO3, and COD, whereas NH4, DO, and turbidity were loaded onto PC2. The effluent from the Riyadh WWTPs is appropriate for irrigation, highlighting the necessity of TWW for agriculture and supporting Saudi Arabia’s Green Riyadh Initiative. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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<p>Location of wastewater treatment centralized plants in Riyadh city.</p>
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<p>Variation in average monthly (<b>a</b>) COD, NO<sub>3</sub>, NH<sub>4</sub>, and turbidity parameters; (<b>b</b>) pH, DO, EC, and free Cl parameters; (<b>c</b>) SAR, Na, and Ca<sup>2+</sup> Mg<sup>2+</sup> parameters over 8 years; and (<b>d</b>) TDS and <span class="html-italic">E. coli</span> parameters over 8 years. Error bars represent the standard error of the mean.</p>
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<p>The patterns of CWQI variation throughout the eight-year period. Error bars represent standard error of mean.</p>
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<p>The heatmaps of monthly TWW parameters (COD, DO, free Cl, Na<sup>+</sup>, Ca<sup>2+</sup>, Mg<sup>2+</sup>, NH<sub>4</sub>-, NO<sub>3</sub>-N, TDS, EC, pH, turbidity, and <span class="html-italic">E. coli</span>) from 2013 to 2020 (<b>a</b>–<b>h</b>).</p>
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<p>Comprehensive pollution index (CPI) for Riyadh WWTPs from 2013 to 2020 (<b>a</b>–<b>h</b>).</p>
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<p>Comprehensive pollution index (CPI) for Riyadh WWTPs from 2013 to 2020 (<b>a</b>–<b>h</b>).</p>
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<p>Biplot of correlations between the variables and components (<b>a</b>) from 2013–2016, and (<b>b</b>) from 2017–2020.</p>
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22 pages, 4051 KiB  
Article
Application of Expanded Shale as Filtration Media in Bioswales for Stormwater Treatment
by Ashish Bhurtyal and Habib Ahmari
Sustainability 2025, 17(5), 2051; https://doi.org/10.3390/su17052051 - 27 Feb 2025
Viewed by 48
Abstract
Urbanization and the expansion of impervious surfaces have increased stormwater runoff volumes, altered runoff timing, and degraded water quality and aquatic ecosystems. Runoff from urban areas carries pollutants such as nitrogen, phosphorus, sediments, and heavy metals, which can adversely impact the physical characteristics [...] Read more.
Urbanization and the expansion of impervious surfaces have increased stormwater runoff volumes, altered runoff timing, and degraded water quality and aquatic ecosystems. Runoff from urban areas carries pollutants such as nitrogen, phosphorus, sediments, and heavy metals, which can adversely impact the physical characteristics of receiving waterbodies. Stormwater management programs aim to mitigate these effects using Best Management Practices (BMPs) to retain and treat stormwater on-site. However, in densely developed areas, space constraints and high costs often make traditional BMPs impractical. This study assessed the effectiveness of expanded shale, an engineered material, as a filtration medium in bioswales, a type of linear BMP commonly used in transportation infrastructure. Thirty scenarios were tested in a 16 ft (4.9 m) long plexiglass flume using expanded shale mixed with sandy clay soil. Due to the limited scope of this study, it focused on assessing the effectiveness of expanded shale in removing suspended sediments and reducing turbidity. Results showed that expanded shale achieved removal efficiencies ranging from 20% to 82% for total suspended solids (TSS) and −4% to 61% for turbidity under different conditions. It outperformed conventional filtration materials such as sand and gravel, requiring less channel length. Remarkably, even in a small-scale laboratory setting, expanded shale met the suspended sediment removal standard of 80%, demonstrating its potential as a highly effective filtration material alternative for urban stormwater management. Full article
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Figure 1
<p>(<b>a</b>) Schematic diagram of the experimental setup (not to scale), and (<b>b</b>) layout of the underdrain system in the flume (plan view).</p>
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<p>(<b>a</b>) Inlet configuration of the flume setup showing inlet weir, slurry perforated pipe, and mixing surface; (<b>b</b>) gravel bed installed to prevent scour; and (<b>c</b>) underdrain system integrated within the soil medium, along with the outlet drainage box.</p>
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<p>Particle size gradation curves of silica flour used in slurry.</p>
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<p>Sediment feeder and slurry tank setup.</p>
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<p>Particle size gradation curves for the coarse (G-pile) and fine (J-pile) expanded shale, and Type 1 and Type 2 media prepared using these two materials.</p>
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<p>Variations in TSS and turbidity at the inlet, middle section, underflow (drained), and overflow during the experiment with an inflow rate of 120 L/min and an influent sediment concentration of 100 mg/L. Results are shown for soil media with thicknesses of (<b>a</b>,<b>b</b>) 6 inches (15 cm) and (<b>c</b>,<b>d</b>) 4 inches (10 cm).</p>
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<p>Variations in TSS and turbidity at the inlet, middle section, underflow (drained), and overflow during the experiment with an inflow rate of 120 L/min and an influent sediment concentration of 100 mg/L. Results are shown for soil media with thicknesses of (<b>a</b>,<b>b</b>) 6 inches (15 cm) and (<b>c</b>,<b>d</b>) 4 inches (10 cm).</p>
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<p>Weighted average TSS removal under different inflow rates and sediment loading.</p>
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<p>Variation in turbidity along the channel (at different sampling locations) over time for inflow rates of (<b>a</b>) 60 L/min, (<b>b</b>) 120 L/min, and (<b>c</b>) 180 L/min.</p>
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<p>Changes in suspended sediment gradation over time at (<b>a</b>) inlet, (<b>b</b>) middle section, (<b>c</b>) underflow, and (<b>d</b>) overflow (Type 2 media, inflow rate 180 L/min, influent sediment concentration 100 mg/L).</p>
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<p>Changes in suspended sediment gradation under different inflow rates and influent concentrations: (<b>a</b>) 60 L/min, 100 mg/L (note: no overflow occurred in this experiment, so the gradation curve is not provided), (<b>b</b>) 60 L/min, 200 mg/L, (<b>c</b>) 180 L/min, 100 mg/L, and (<b>d</b>) 180 L/min, 200 mg/L.</p>
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<p>Trap efficiency vs. swale required length using the Aberdeen equation. The horizontal dash line represents the desired 80% TSS removal from stormwater.</p>
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17 pages, 12714 KiB  
Article
Novel Oscillatory Flocculation System for Colloids Removal from Water
by Inbar Shlomo Bendory and Eran Friedler
Water 2025, 17(5), 665; https://doi.org/10.3390/w17050665 - 25 Feb 2025
Viewed by 88
Abstract
According to a novel “grouping” methodology, applying sinusoidal oscillatory linear mixing enhances the aggregation of colloid particles in water. To verify this concept, an oscillatory mixing system was constructed. The methodology was tested on simulative synthetic surface water containing fine kaolin clay, with [...] Read more.
According to a novel “grouping” methodology, applying sinusoidal oscillatory linear mixing enhances the aggregation of colloid particles in water. To verify this concept, an oscillatory mixing system was constructed. The methodology was tested on simulative synthetic surface water containing fine kaolin clay, with alum as a coagulant. The system was examined under various operational and configurational conditions. Process efficiency was assessed by turbidity removal. The hydrodynamic properties of the created oscillatory waves, flow patterns, and obtained vortices were evaluated. At the optimal conditions, the oscillatory system created the theoretically predicted “moon shape” sedimentation pattern, removing turbidity at a higher rate than conventional coagulation. Both the configurational and operational conditions had considerable effects on aggregate size thus changing the turbidity removal rate. The methodology appeared to be efficient, as significant sedimentation had already occurred during the oscillatory mixing. Hence, the method has a high potential to contribute to the coagulation–flocculation process. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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<p>The experimental oscillatory system.</p>
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<p>Turbidity removal during slow mixing vs. oscillation frequency (labeled by colors) and mixing duration (labeled by dash type). Settling time in all experiments was 30 min.</p>
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<p>Sedimentation patterns of different slow mixing oscillation frequencies, with 45 min mixing. (<b>a</b>) 0.1 Hz; (<b>b</b>) 0.3 Hz; (<b>c</b>) 0.5 Hz. Settling time in all experiments was 30 min.</p>
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<p>Turbidity removal vs. amplitude–paddle location interactions. Solid lines—side location; dotted lines—center location; XX mm—amplitude; vertical black dashed line—end of oscillation (slow mixing). Settling time in all experiments was 30 min.</p>
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<p>Turbidity removal at the end of the oscillation stage (slow mixing) as a function of the velocity gradient.</p>
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<p>Typical motion pattern in the beaker over half period. White dashed line: main vortex; yellow solid lines: main current direction; blue arrow: paddle direction; (<b>a</b>–<b>c</b>) different times; numbers at top—timing (in seconds).</p>
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<p>Force–position synchronized data of the oscillatory mixing. (0.5 Hz frequency, 20 mm amplitude).</p>
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<p>Turbidity removal—Jar test and oscillatory system. Vertical dashed black line—end of slow mixing (mixing and settling time in both experiments were 30 min each).</p>
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<p>Scheme of paddle types (dimensions in mm). Left—“3 cm” paddle; middle—“5 cm” paddle; right—“hole” paddle.</p>
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<p>Illustration of paddle locations. (<b>a</b>) side; (<b>b</b>) center.</p>
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<p>Load cell setup.</p>
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<p>Force measurement analysis—example.</p>
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<p>Schematic illustration of a piston-type wavemaker (after [<a href="#B22-water-17-00665" class="html-bibr">22</a>]).</p>
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27 pages, 7651 KiB  
Article
Flood Mud Index (FMI): A Rapid and Effective Tool for Mapping Muddy Areas After Floods—The Valencia Case
by Emanuele Alcaras
Remote Sens. 2025, 17(5), 770; https://doi.org/10.3390/rs17050770 - 23 Feb 2025
Viewed by 275
Abstract
Mapping flooded areas immediately after heavy rainfall is particularly challenging when sediment-laden floodwaters dominate the landscape. Traditional indices, such as the Normalized Difference Water Index (NDWI), are designed to detect water-covered areas but fail to identify muddy zones with high turbidity, which are [...] Read more.
Mapping flooded areas immediately after heavy rainfall is particularly challenging when sediment-laden floodwaters dominate the landscape. Traditional indices, such as the Normalized Difference Water Index (NDWI), are designed to detect water-covered areas but fail to identify muddy zones with high turbidity, which are common during extreme flood events. These muddy floodwaters often blend spectrally with surrounding land, leading to significant misclassifications. This study introduces the Flood Mud Index (FMI), a novel spectral index specifically developed to detect debris-laden flooded areas using only the red and blue bands. Landsat 8 imagery was utilized to validate the FMI, and its performance was evaluated through confusion matrices. The index achieved an overall accuracy of 97.86%, outperforming existing indices and demonstrating exceptional precision in delineating muddy floodplains. By relying solely on red and blue bands, the FMI is applicable to any platform equipped with RGB sensors, offering versatility for flood monitoring. Its compatibility with low-cost drones makes it especially valuable for rapid post-flood assessments, enabling immediate data collection even in scenarios with persistent cloud cover. The FMI addresses a critical gap in flood mapping, providing an effective tool for emergency response and management in sediment-rich environments. Full article
(This article belongs to the Special Issue Remote Sensing in Natural Hazard Exploration and Impact Assessment)
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<p>Geo-localization of the study area (highlighted in red) in equirectangular projection and WGS 84 ellipsoidal coordinates (EPSG: 4326).</p>
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<p>RGB true color composition of the Landsat 8 OLI images in UTM/WGS 84 plane coordinates (EPSG: 32631). The Jucar and Turia rivers are highlighted in red.</p>
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<p>Workflow of the methodology applied in this study.</p>
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<p>Landsat 8 satellite image showing the study area near Valencia, Spain. The red outline represents the shapefile boundaries of the Albufera Natural Park (hatched area) and the major rivers, including the Júcar and Turia.</p>
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<p>Sea mask on the left: the black areas represent terrestrial and potentially flood-affected zones, while the white areas correspond to excluded marine regions. Cloud mask on the right: white areas represent cloud-covered regions excluded from the analysis, while black areas indicate cloud-free zones included in the study.</p>
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<p>Spatial distribution of training and test sites used for classification. The red points represent selected locations for Mud and No-Mud classes. The first two images illustrate the training sites, while the latter two depict the test sites.</p>
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<p>An overview of the different indices applied in this study, including NDWI, MNDWI-1, MNDWI-2, AWEIS, AWEINS, NDFI, and the proposed FMI, alongside the RGB composite for reference. In the RGB composition, mud-covered areas appear brownish, while in the index maps, these areas are represented by brighter pixels.</p>
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<p>Results of the MLC of the different indices. The maps illustrate the delineation of flooded areas for NDWI, MNDWI-1, MNDWI-2, AWEI<sub>S</sub>, AWEI<sub>NS</sub>, NDFI, and FMI. The binary outputs highlight the regions classified as “Mud” (white) and “No-Mud” (black) for each index.</p>
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<p>Results of the DT classification of the different indices. The maps illustrate the delineation of flooded areas for NDWI, MNDWI-1, MNDWI-2, AWEI<sub>S</sub>, AWEI<sub>NS</sub>, NDFI, and FMI. The binary outputs highlight the regions classified as “Mud” (white) and “No-Mud” (black) for each index.</p>
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<p>Results of the SVM classification of the different indices. The maps illustrate the delineation of flooded areas for NDWI, MNDWI-1, MNDWI-2, AWEI<sub>S</sub>, AWEI<sub>NS</sub>, NDFI, and FMI. The binary outputs highlight the regions classified as “Mud” (white) and “No-Mud” (black) for each index.</p>
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<p>Detail (north) of the classification of the indices. The maps illustrate the delineation of flooded areas for NDWI, MNDWI-1, MNDWI-2, AWEI<sub>S</sub>, AWEI<sub>NS</sub>, NDFI, and FMI. Mud in white, No-Mud in black.</p>
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<p>Detail (south) of the classification of the indices. The maps illustrate the delineation of flooded areas for NDWI, MNDWI-1, MNDWI-2, AWEI<sub>S</sub>, AWEI<sub>NS</sub>, NDFI, and FMI. Mud in white, No-Mud in black.</p>
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25 pages, 8356 KiB  
Article
The Seasonal Characteristics of the Wind Conditions and Turbidity for Lake-Type Raw Water and the Development of a Turbidity Prediction Model
by Xinyu Yao and Yiping Zhang
Sustainability 2025, 17(5), 1835; https://doi.org/10.3390/su17051835 - 21 Feb 2025
Viewed by 231
Abstract
Shallow lakes are important drinking water sources, but are easily affected by wind. Turbidity is an indicator that fluctuates dramatically with changes in wind and is affected not only by the instantaneous wind speed but also by the wind direction, duration, etc. The [...] Read more.
Shallow lakes are important drinking water sources, but are easily affected by wind. Turbidity is an indicator that fluctuates dramatically with changes in wind and is affected not only by the instantaneous wind speed but also by the wind direction, duration, etc. The Weibull distribution was introduced to describe the distributions of the wind conditions and turbidity during a seasonal period. The relationship between the mean wind-power density and the corresponding turbidity reached 0.8, which showed a relatively strong correlation. A turbidity prediction model was built by the random forest algorithm and was fed with the mean wind-power density and temperature. The results indicated that nearly half of the test samples had REs less than 20%, which was enough for waterworks to adjust the dosage in advance. The findings can be used to develop turbidity prediction models using meteorological forecast data and provide a reference for waterworks with shallow lakes as sources. Full article
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<p>Roadmap.</p>
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<p>(<b>a</b>) The bathymetry map and (<b>b</b>) the locations of waterworks A.</p>
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<p>Weibull distribution under different conditions: (<b>a</b>) c = 10 m/s; (<b>b</b>) k = 2.</p>
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<p>The time series of synchronized turbidity and wind field in the year 2020.</p>
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<p>Wind frequency distribution of: (<b>a</b>) spring; (<b>b</b>) summer; (<b>c</b>) fall; (<b>d</b>) winter.</p>
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<p>Fitting of the Weibull function in spring 2017.</p>
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<p>Accuracy of the Weibull distribution model of the wind field.</p>
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<p>The comparison of different distribution models.</p>
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<p>Values of parameter k for the distributions of the wind pattern.</p>
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<p>Values of parameter c (m/s) for the distributions of the wind pattern.</p>
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<p>The mean wind-power density of each wind direction.</p>
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<p>Frequency distribution of turbidity data across the years: (<b>a</b>) 2017, (<b>b</b>) 2018, (<b>c</b>) 2019, and (<b>d</b>) 2020.</p>
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<p>Accuracy of the Weibull distribution model of turbidity.</p>
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<p>Values of parameter k for the distributions of the turbidity pattern.</p>
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<p>Values of parameter c (NTU) for the distributions of the turbidity pattern.</p>
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<p>Correlations between the corresponding Weibull parameters.</p>
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<p>Comparison of turbidity series to (<b>a</b>) mean wind speed; (<b>b</b>) WSV; (<b>c</b>) weighted wind-power density.</p>
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<p>Comparison of turbidity and temperature series.</p>
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<p>Modeling results of (<b>a</b>) Model ①; (<b>b</b>) Model ②; (<b>c</b>) Model ③.</p>
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13 pages, 4814 KiB  
Article
Treatment of Sewage Sludge and Phosphorus Removal Using Polyacrylamide and Calcium Chloride
by Salam K. Al-Dawery, Yasmeen S. Al Hasani, Shafa D. Al Salimiya, Sajjala S. Reddy, Hanan A. Al Riyami, Hamed N. Harharah, Ramzi H. Harharah and Gasim Hayder
Water 2025, 17(5), 629; https://doi.org/10.3390/w17050629 - 21 Feb 2025
Viewed by 155
Abstract
The enhancement of the treatment of municipal wastewater treatment plants is limited by poor sludge settling qualities, and the excessive discharge of nitrogen and phosphorus exacerbate water eutrophication. The goal of the current work was to remove phosphorus from fresh sewage-activated sludge by [...] Read more.
The enhancement of the treatment of municipal wastewater treatment plants is limited by poor sludge settling qualities, and the excessive discharge of nitrogen and phosphorus exacerbate water eutrophication. The goal of the current work was to remove phosphorus from fresh sewage-activated sludge by developing a new conditioning and flocculation mechanism that included a coagulant and cationic polyelectrolytes in a dual conditioning system. The coagulant (CaCl2) and the high molecular weight polyacrylamide (CPAM-10) were chosen to be utilized singly or in pairs as cationic–coagulant combinations. The collected results showed that, in comparison to utilizing the coagulant (CaCl2), conditioning with the high molecular weight polymer (CPAM-10) produced improved settling and less turbidity. Only sludge with a lower solid content (TSS) exhibited better settling when pure CaCl2 was used for conditioning. CaCl2 conditioning enhanced settling by just 3%, while CPAM-10 improved the sludge setting by 60% for higher sludge TSSs. According to the results, conditioning settings using a dual mixture including 20 mL CPAM-10 and 50 mL CaCl2 improved settling by 80%. The amount of phosphorus in the supernatant was decreased by 15% and 9%, respectively, by using the coagulant (CaCl2) and 50 mL/L polyacrylamide (CPAM-10). As a result, there was a significant amount of phosphorus in the resultant supernatant. This suggested that the polymer had a significant impact on sludge settling because of its high positive charge, but had less of an impact on attracting phosphorus metal. Despite the lower positive charge of CaCl2, it has a dual action of settling and removing phosphorus. A considerable amount of phosphorus was removed from the sludge and leached to the supernatant during treatment. This treatment was coupled with less sludge settling. However, 90% phosphorus removal was achieved when mixed conditioning agents (20 mL CPAM-10 and 50 mL CaCl2) were used. Furthermore, phosphorus was reduced by 33 and 39%, respectively, by adding 20 milliliters of CaCl2 to 100 milliliters of the pre-conditioned supernatant with pure CPAM-10 and CaCl2. Using the CPAM-10 agent for sludge conditioning has a major impact on settling, because of the high positive charge, and because when a small amount of Ca++ is added to the polymer solution for conditioning to attract fine sludge particles and accelerate their combination, this results in flocculation and rapid dewatering. This mechanism allows for more phosphorus to be released to the supernatant, which has not been reported previously to the best of our knowledge. Full article
(This article belongs to the Section Wastewater Treatment and Reuse)
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<p>Shows a sample of sludge without conditioning.</p>
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<p>Sample treated with 100 mL CPAM-10 of a concentration of 1000 ppm.</p>
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<p>Sample treated with 100 mL CaCl<sub>2</sub> of a concentration of 1000 ppm.</p>
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<p>The settling after treatment with different concentrations.</p>
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<p>Sludge conditioning for different (TSSs) using 100 mL CaCl<sub>2</sub>; (<b>a</b>) percentage of settling improvement, (<b>b</b>) SVI.</p>
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<p>Sludge settling using pure CPAM-10.</p>
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<p>Sludge settling using pure CaCl<sub>2</sub>.</p>
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<p>Settling using a dual mixture of CaCl<sub>2</sub> and CPAM-10. (<b>a</b>) CaC<sub>2</sub> and 10 mL polymer, (<b>b</b>) CaC<sub>2</sub> and 20 mL polymer, (<b>c</b>) CaC<sub>2</sub> and 50 mL polymer.</p>
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<p>Phosphorus content in the supernatant after treatment with pure CaCl<sub>2</sub> and the polymer.</p>
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<p>Phosphorus removal from conditioned supernatant with pure CaCl<sub>2</sub> and CPAM-10.</p>
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<p>Phosphorus content in the supernatant after treatment using mixed CPAM-10 and different amounts of CaCl<sub>2</sub>.</p>
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19 pages, 2640 KiB  
Article
Efficiency of an Ultrafiltration Process for the Depollution of Pretreated Olive Mill Wastewater
by Mohammed Zine, Noureddine Touach, El Mostapha Lotfi and Philippe Moulin
Membranes 2025, 15(3), 67; https://doi.org/10.3390/membranes15030067 - 20 Feb 2025
Viewed by 188
Abstract
The depollution of constructed wetland-pretreated olive mill wastewater (OMW) using a membrane filtration system was experimentally studied. Dead-end filtration (DEF) was employed to evaluate suitable MF/UF membranes and select the appropriate molecular weight cut-off for optimal OMW treatment. Removal efficiencies for COD (chemical [...] Read more.
The depollution of constructed wetland-pretreated olive mill wastewater (OMW) using a membrane filtration system was experimentally studied. Dead-end filtration (DEF) was employed to evaluate suitable MF/UF membranes and select the appropriate molecular weight cut-off for optimal OMW treatment. Removal efficiencies for COD (chemical oxygen demand) and TOC (total organic carbon) using DEF reached maximum values of 88.14% and 11.17%, respectively. Adsorption of raw and pretreated OMW on granular activated carbon was also carried out for a comparative study against DEF and pretreatment. The semi-industrial-scale experiments were conducted using commercial ceramic ultrafiltration (UF) membranes (150 and 50 kDa) in cross-flow filtration (CFF) mode at a permeate flux around 200 L h−1 m−2 and a trans-membrane pressure (TMP) of 3.5–3.8 bars. This post-treatment had a significant impact on COD removal efficiency from pretreated OMW, reaching 78.5%. The coupled process proposed in this study achieved removal efficiencies of 97%, 97%, and 99.9% of COD, TOC, and turbidity, respectively. Full article
(This article belongs to the Special Issue Membrane Processes for Water Recovery in Food Processing Industries)
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<p>Schematic representation of the CWs units.</p>
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<p>CFF pilot plant (BO, feed tank, PO pump, FIO, flowmeter, Pi manometers, Ti thermometer, and UF module).</p>
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<p>Raw, pretreated OMWs and permeates from the different MWCOs.</p>
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<p>Germination indexes of <span class="html-italic">Lactuca sativa</span> seeds under raw and treated OMWs (permeates) using DEF.</p>
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<p>Removal efficiencies for COD and TOC of different OMW samples treated by adsorption on AC.</p>
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<p>Variation in permeate flux as the function of volume concentration ratio (VCR) for 150 kDa and 50 kDa cross-flow UF.</p>
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<p>Variation in turbidity, COD, and TOC retention rates for 150 kDa UF.</p>
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<p>Variation in turbidity, COD, and TOC retention rates for 50 kDa UF.</p>
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15 pages, 7827 KiB  
Article
Changes in the Separation Properties of Aged PVDF Ultrafiltration Membranes During Long-Term Treatment of Car Wash Wastewater
by Wirginia Tomczak, Marek Gryta, Piotr Woźniak and Monika Daniluk
Membranes 2025, 15(3), 66; https://doi.org/10.3390/membranes15030066 - 20 Feb 2025
Viewed by 161
Abstract
Car wash wastewater (CWW) is complex waste that may be effectively treated by the ultrafiltration (UF) process. However, one of the most important challenges in implementing this process on an industrial scale is the fouling phenomenon membrane aging. Indeed, these may lead to [...] Read more.
Car wash wastewater (CWW) is complex waste that may be effectively treated by the ultrafiltration (UF) process. However, one of the most important challenges in implementing this process on an industrial scale is the fouling phenomenon membrane aging. Indeed, these may lead to a reduction in UF performance possibly associated with a loss in integrity of the fouled/aged membrane. Therefore, the main aim of the current study was to provide a comprehensive investigation on the changes in the separation properties of aged FP100 ultrafiltration membranes made of polyvinylidene fluoride (PVDF) with respect to their application for long-term treatment of CWW. For this purpose, studies were conducted for new membranes and membranes previously used for over 5 years in a pilot plant. As a feed, solutions of dextran, solutions of model organism Escherichia coli and synthetic CWW were used. It has been found that PVDF membranes demonstrated poor stability when in frequent contact with chemicals periodically applied for membrane cleaning. Indeed, the aged membranes were characterised by the increased porosity. However, it is important to note that membranes aging had no significant impact on the permeate quality during the UF process of synthetic CWW. Indeed, the obtained permeate was characterised by the turbidity lower than 0.25 NTU. Likewise, with regard to the separation of E. coli, the aged PVDF membranes ensured the high process efficiency and over 99.99% bacterial retention. In the interest of the growing potential of PVDF membrane in CWW treatment, the results obtained in the current work complement the findings made in this field. Full article
(This article belongs to the Section Membrane Applications for Water Treatment)
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<p>Experimental setup of the UF. 1—tubular membrane, 2—feed tank, 3—permeate tank, 4—balance, 5—pump, 6—valve, P—manometer.</p>
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<p>The maximum permeate flux as a function of TMP. Feed: DI water.</p>
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<p>Separation degree of: (<b>a</b>) dextran; (<b>b</b>) surfactants (anionic and nonionic), COD, and turbidity for the membranes used. “Rinsed”—membranes used after 20 h of “Insect” solution filtration (pH = 11.5), “Pilot”—membranes used for 5 years for wastewater separation with cyclic chemical cleaning with alkaline cleaning agents.</p>
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<p>Changes in the maximum permeate flux during exploitation of the “FP100” membranes. Points: D—determination of dextran separation, R—washing with P3 Ultrasil 11 (pH = 11.8) 30 min, A—washing with 0.5% H<sub>3</sub>PO<sub>4</sub> (30 min) and then rinsing with DI water. B1, B2—filtration of <span class="html-italic">E. coli</span> bacteria. W—wastewater separation. Insect—filtration with 0.5 vol.% Insect solution (pH = 11.5).</p>
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<p>Bacterial separation using the FP100 membranes.</p>
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<p>Changes in the maximum permeate flux during the exploitation of the “Pilot” membrane. Points: D—determination of dextran separation, R—washing with P3 Ultrasil 11 (pH = 11.8) 30 min, B—filtration of <span class="html-italic">E. coli</span> bacteria. W—wastewater separation.</p>
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<p>SEM images of the FP100 membrane: (<b>a</b>) FP100 new membrane; yellow circles—skin layer damages; (<b>b</b>) membrane surface covered with a layer of bacteria; (<b>c</b>) dried membrane—crushed and cracked sediment; (<b>d</b>) fracture boundary with a biofilm layer.</p>
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<p>SEM images of the membranes: (<b>a</b>) FP100 membrane rinsed after UF of the feed “B2”; (<b>b</b>) biofilm residues on the surface FP100 membrane after it chemical cleaning; (<b>c</b>) FP100 membrane—deposit was removed by soaking membrane sample in concentrated HCl solution; (<b>d</b>) “Pilot” membrane after UF tests—deposits were removed from sample by soaking membrane in concentrated HCl solution.</p>
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<p>SEM images of the “Pilot” membrane: (<b>a</b>) membrane after 5 years of the exploitation; (<b>b</b>) membrane after rinsing with alkaline agents.</p>
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33 pages, 3144 KiB  
Article
CNN-Based Optimization for Fish Species Classification: Tackling Environmental Variability, Class Imbalance, and Real-Time Constraints
by Amirhosein Mohammadisabet, Raza Hasan, Vishal Dattana, Salman Mahmood and Saqib Hussain
Information 2025, 16(2), 154; https://doi.org/10.3390/info16020154 - 19 Feb 2025
Viewed by 151
Abstract
Automated fish species classification is essential for marine biodiversity monitoring, fisheries management, and ecological research. However, challenges such as environmental variability, class imbalance, and computational demands hinder the development of robust classification models. This study investigates the effectiveness of convolutional neural network (CNN)-based [...] Read more.
Automated fish species classification is essential for marine biodiversity monitoring, fisheries management, and ecological research. However, challenges such as environmental variability, class imbalance, and computational demands hinder the development of robust classification models. This study investigates the effectiveness of convolutional neural network (CNN)-based models and hybrid approaches to address these challenges. Eight CNN architectures, including DenseNet121, MobileNetV2, and Xception, were compared alongside traditional classifiers like support vector machines (SVMs) and random forest. DenseNet121 achieved the highest accuracy (90.2%), leveraging its superior feature extraction and generalization capabilities, while MobileNetV2 balanced accuracy (83.57%) with computational efficiency, processing images in 0.07 s, making it ideal for real-time deployment. Advanced preprocessing techniques, such as data augmentation, turbidity simulation, and transfer learning, were employed to enhance dataset robustness and address class imbalance. Hybrid models combining CNNs with traditional classifiers achieved intermediate accuracy with improved interpretability. Optimization techniques, including pruning and quantization, reduced model size by 73.7%, enabling real-time deployment on resource-constrained devices. Grad-CAM visualizations further enhanced interpretability by identifying key image regions influencing predictions. This study highlights the potential of CNN-based models for scalable, interpretable fish species classification, offering actionable insights for sustainable fisheries management and biodiversity conservation. Full article
(This article belongs to the Special Issue Machine Learning and Data Mining: Innovations in Big Data Analytics)
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<p>Framework for the research methodology in fish species classification.</p>
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<p>Example of augmented images.</p>
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<p>Confusion matrix for DenseNet121 performance.</p>
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<p>Training and validation loss for DenseNet121.</p>
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<p>Grad-CAM heatmap analysis for a single class.</p>
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<p>Comparative Grad-CAM visualizations across multiple classes.</p>
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<p>Turbidity simulation results and model predictions.</p>
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15 pages, 2707 KiB  
Article
Determination of the Occurrence of Trihalomethanes in the Drinking Water Supply of the City of Cuenca, Ecuador
by Bolívar Hernández, Paola Duque-Sarango, María Dolores Tonón, Mónica Abril-González, Verónica Pinos-Vélez, Cristian R. García-Sánchez and Manuel J. Rodríguez
Water 2025, 17(4), 591; https://doi.org/10.3390/w17040591 - 18 Feb 2025
Viewed by 301
Abstract
Water chlorination, fundamental for its microbiological safety, generates by-products, such as trihalomethanes (THMs), potentially associated with carcinogenic and reproductive risks. This study determined the levels of chloroform (CHCl3) in drinking water in Cuenca, Ecuador, a topic that has been little explored [...] Read more.
Water chlorination, fundamental for its microbiological safety, generates by-products, such as trihalomethanes (THMs), potentially associated with carcinogenic and reproductive risks. This study determined the levels of chloroform (CHCl3) in drinking water in Cuenca, Ecuador, a topic that has been little explored in the region. During five months, water samples were collected from three water treatment systems (Cebollar, Tixan, and Sustag), and in situ measurements of physicochemical parameters such as free chlorine, pH, temperature, electrical conductivity, and turbidity were performed in the storage and distribution area. The determination of CHCl3 was performed following the Hach protocol. For data analysis, the Kruskal–Wallis test was employed, followed by Dunn’s post hoc method and Spearman’s correlation coefficient. The results revealed a progressive decrease in free residual chlorine throughout the distribution systems. CHCl3 concentrations ranged from 11.75 µg/L to 21.88 µg/L, remaining below the Ecuadorian regulatory limit of 300 µg/L. There was no consistent correlation between CHCl3 and physicochemical parameters. These findings align with previous research, suggesting that the variability in CHCl3 formation is associated with different water treatment conditions and environmental variables. This study highlights the importance of monitoring disinfection processes to minimize THMs and other DBPs, ensure public health, and contribute to sustainable drinking water management in Ecuador. Full article
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<p>Study area.</p>
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<p>Location of sampling points.</p>
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<p>Comparison of the variability of free chlorine concentrations in the three drinking water systems.</p>
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<p>Variability of free chlorine concentrations at the different sampling locations.</p>
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<p>Variability of CHCl<sub>3</sub> levels at the different sampling locations.</p>
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<p>Spearman correlation analysis for pH, temperature, electrical conductivity, turbidity, free chlorine, and chloroform.</p>
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