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33 pages, 25155 KiB  
Article
An Adaptive Process-Wise Fitting Approach for Hydrological Modeling Based on Streamflow and Remote Sensing Evapotranspiration
by Chen Wang, Huihui Mao, Tatsuya Nemoto, Yan He, Jinghao Hu, Runkui Li, Qian Wu, Mingyu Wang, Xianfeng Song and Zheng Duan
Water 2024, 16(23), 3446; https://doi.org/10.3390/w16233446 (registering DOI) - 29 Nov 2024
Abstract
Modern hydrological modeling frequently incorporates global remote sensing or reanalysis products for multivariate calibration. Although these datasets significantly contribute to model accuracy, the inherent uncertainties in the datasets and multivariate calibration present challenges in the modeling process. To address this issue, this study [...] Read more.
Modern hydrological modeling frequently incorporates global remote sensing or reanalysis products for multivariate calibration. Although these datasets significantly contribute to model accuracy, the inherent uncertainties in the datasets and multivariate calibration present challenges in the modeling process. To address this issue, this study introduces an adaptive, process-wise fitting framework for the iterative multivariate calibration of hydrological models using global remote sensing and reanalysis products. A distinctive feature is the “kinship” concept, which defines the relationship between model parameters and hydrological processes, highlighting their impacts and connectivity within a directed graph. The framework subsequently develops an enhanced particle swarm optimization (PSO) algorithm for stepwise calibration of hydrological processes. This algorithm introduces a learning rate that reflects the parameter’s kinship to the calibrated hydrological process, facilitating efficient exploration in search of suitable parameter values. This approach maximizes the performance of the calibrated process while ensuring a balance with other processes. To ease the impact of inherent uncertainties in the datasets, the Extended Triple Collocation (ETC) method, operating independently of ground truth data, is integrated into the framework to assess the simulation of the calibrated process using remote sensing products with inherent data uncertainty. This proposed approach was implemented with the SWAT model in both arid and humid basins. Five calibration schemes were designed and evaluated through a comprehensive comparison of their performance in three repeated experiments. The results highlight that this approach not only improved the accuracy of ET simulation across sub-basins but also enhanced the precision of streamflow at gauge stations, concurrently reducing parameter uncertainty. This approach significantly advances our understanding of hydrological processes, demonstrating the potential for both theoretical and practical applications in hydrology. Full article
(This article belongs to the Section Hydrology)
23 pages, 9227 KiB  
Article
Impacts of Climate Change and Land Use/Cover Change on Runoff in the Huangfuchuan River Basin
by Xin Huang and Lin Qiu
Land 2024, 13(12), 2048; https://doi.org/10.3390/land13122048 - 29 Nov 2024
Viewed by 103
Abstract
Studying the response of runoff to climate change and land use/cover change has guiding significance for watershed land planning, water resource planning, and ecological environment protection. Especially in the Yellow River Basin, which has a variable climate and fragile ecology, such research is [...] Read more.
Studying the response of runoff to climate change and land use/cover change has guiding significance for watershed land planning, water resource planning, and ecological environment protection. Especially in the Yellow River Basin, which has a variable climate and fragile ecology, such research is more important. This article takes the Huangfuchuan River Basin (HFCRB) in the middle reaches of the Yellow River as the research area, and analyzes the impact of climate change scenarios and land use/cover change scenarios on runoff by constructing a SWAT model. Using CMIP6 GCMs to obtain future climate data and the CA–Markov model to predict future land use data, the two are coupled to estimate the future runoff process in the HFCRB, and the uncertainty of the estimated runoff is decomposed and quantified. The results were as follows: ① The SWAT model has good adaptability in the HFCRB. During the calibrated period and the validation period, R2 ≥ 0.84, NSE ≥ 0.8, and |PBIAS| ≤ 17.5%, all of which meet the model evaluation criteria. ② There is a negative correlation between temperature and runoff, and a positive correlation between precipitation and runoff. Runoff is more sensitive to temperature rise and precipitation increase. ③ The impact of land use types on runoff is in the order of cultivated land > grassland > forest land. ④ The variation range of runoff under the combined effects of future climate change and LUCC is between that of single climate change or LUCC scenarios. The increase in runoff under SSP126, SSP245, and SSP585 scenarios is 10.57%, 25.55%, and 31.28%, respectively. Precipitation is the main factor affecting the future runoff changes in the HFCRB. Model uncertainty is the main source of uncertainty in runoff prediction. Full article
(This article belongs to the Section Land–Climate Interactions)
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<p>Study area location in HFCRB.</p>
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<p>Digital elevation data (<b>a</b>), land use type data (<b>b</b>) and soil type data (<b>c</b>).</p>
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<p>Runoff simulated value and measured value of HFCRB in calibration and validation period.</p>
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<p>Runoff simulation under different land uses.</p>
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<p>Intra-annual changes in precipitation under historical and SSP scenarios.</p>
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<p>Annual average precipitation under historical and SSP scenarios.</p>
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<p>Intra-annual changes in temperature under historical and SSP scenarios.</p>
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<p>Annual average minimum temperature (<b>a</b>) and maximum temperature (<b>b</b>) under historical and SSP scenarios.</p>
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<p>Measured LUCC2015, simulated LUCC2015, and simulated LUCC2030 in HFCRB.</p>
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<p>Future runoff changes under climate change in HFCRB.</p>
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<p>Uncertainty (<b>a</b>) and proportion of uncertainty (<b>b</b>) of runoff (RRC).</p>
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15 pages, 3780 KiB  
Article
Poly-D,L-Lactic Acid Fillers Increase Subcutaneous Adipose Tissue Volume by Promoting Adipogenesis in Aged Animal Skin
by Kyung-A Byun, Suk Bae Seo, Seyeon Oh, Jong-Won Jang, Kuk Hui Son and Kyunghee Byun
Int. J. Mol. Sci. 2024, 25(23), 12739; https://doi.org/10.3390/ijms252312739 - 27 Nov 2024
Viewed by 279
Abstract
During aging, subcutaneous white adipose tissue (sWAT) thickness and the adipogenic potential of adipose-derived stem cells (ASCs) decline. Poly-D,L-lactic acid (PDLLA) fillers are commonly used to restore diminished facial volume. Piezo1 increases polarizing macrophages towards the M2 phenotype, which promotes the secretion of [...] Read more.
During aging, subcutaneous white adipose tissue (sWAT) thickness and the adipogenic potential of adipose-derived stem cells (ASCs) decline. Poly-D,L-lactic acid (PDLLA) fillers are commonly used to restore diminished facial volume. Piezo1 increases polarizing macrophages towards the M2 phenotype, which promotes the secretion of fibroblast growth factor 2 (FGF2), thereby increasing ASC survival. This study evaluated whether PDLLA enhances adipogenesis in ASCs by modulating M2 polarization in an in vitro senescence model and in aged animals. Lipopolysaccharide (LPS)-induced senescent macrophages showed decreased Piezo1, which was upregulated by PDLLA. CD163 (an M2 marker) and FGF2 were downregulated in senescent macrophages but were upregulated by PDLLA. We evaluated whether reduced FGF2 secretion from senescent macrophages affects ASCs by applying conditioned media (CM) from macrophage cultures to ASCs. CM from senescent macrophages decreased ERK1/2 and proliferation in ASCs, both of which were restored by CM from PDLLA-stimulated senescent macrophages. Adipogenesis inducers (PPAR-γ and C/EBP-α) were downregulated by CM from senescent macrophages but upregulated by CM from PDLLA-stimulated senescent macrophages in ASCs. Similar patterns were observed in aged animal adipose tissue. PDLLA increased Piezo1 activity, M2 polarization, and FGF2 levels. PDLLA also enhanced ERK1/2, cell proliferation, PPAR-γ, and C/EBP-α expression, leading to increased adipose tissue thickness. In conclusion, our study showed that PDLLA increased adipose tissue thickness by modulating adipogenesis. Full article
(This article belongs to the Section Biochemistry)
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<p>Regulation of Piezo1 expression and M2 polarization through PDLLA treatment in macrophages. (<b>A</b>) Cell viability in macrophages treated with various concentrations of PDLLA. (<b>B</b>) FGF2 secretion in the supernatant of senescent macrophages treated with various concentrations of PDLLA. (<b>C</b>–<b>E</b>) Piezo1 expression and CD163 to (CD80 + CD163) ratio in senescent macrophages treated with PDLLA. Data are presented as the mean ± standard deviation of three independent experiments. *, <span class="html-italic">p</span> &lt; 0.05 and ***, <span class="html-italic">p</span> &lt; 0.001 vs. first bar; <span>$</span><span>$</span>, <span class="html-italic">p</span> &lt; 0.01 and <span>$</span><span>$</span><span>$</span>, <span class="html-italic">p</span> &lt; 0.001 vs. second bar; #, <span class="html-italic">p</span> &lt; 0.05 vs. fourth bar (Mann–Whitney U test). FGF2, fibroblast growth factor 2; PBS, phosphate-buffered saline; PDLLA, poly-D,L-lactic acid; sup, supernatant.</p>
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<p>Regulation of ASC proliferation and differentiation into mature adipocytes by PDLLA treatment. (<b>A,B</b>) Expression ratio of pERK1/2 to ERK1/2 in ASCs treated with CM<sub>Non-Sncs</sub>, CM<sub>Sncs</sub>, or CM<sub>Sncs/PDLLA</sub>. (<b>C</b>) Cell proliferation of ASCs treated with CM<sub>Non-Sncs</sub>, CM<sub>Sncs</sub>, or CM<sub>Sncs/PDLLA</sub>. (<b>D</b>–<b>F</b>) Expression of PPAR-γ and C/EBP-α in mature adipocytes differentiated from ASCs treated with CM<sub>Non-Sncs</sub>, CM<sub>Sncs</sub>, or CM<sub>Sncs/PDLLA</sub>. (<b>G</b>,<b>H</b>) Oil Red O staining in mature adipocytes differentiated from ASCs treated with CM<sub>Non-Sncs,</sub> CM<sub>Sncs</sub>, or CM<sub>Sncs/PDLLA</sub>. Data are presented as the mean ± standard deviation of three independent experiments. **, <span class="html-italic">p</span> &lt; 0.01 and ***, <span class="html-italic">p</span> &lt; 0.001 vs. first bar; <span>$</span><span>$</span>, <span class="html-italic">p</span> &lt; 0.01 vs. second bar; vs. fourth bar (Mann–Whitney U test). C/EBP-α, CCAAT/enhancer-binding protein-α; CM<sub>Non-Sncs</sub>, CM from PBS-treated non-senescent macrophages; CM<sub>Sncs</sub>, CM from PBS-treated senescent macrophages; CM<sub>Sncs/PDLLA</sub>, CM from PDLLA-treated senescent macrophages; ERK, extracellular signal-regulated kinase; PBS, phosphate-buffered saline; PDLLA, poly-D,L-lactic acid; PPAR-γ, proliferator-activated receptor-γ.</p>
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<p>Regulation of Piezo1 expression, M2 polarization, and FGF2 expression by PDLLA treatment in sWAT of aged animals. (<b>A</b>) Schematic diagram of PDLLA treatment in aged mice. (<b>B</b>–<b>D</b>) Piezo1 expression and CD163 to (CD80 + CD163) ratio in sWAT of aged mice treated with PDLLA. (<b>E</b>) FGF2 expression in sWAT of aged mice treated with PDLLA. Data are presented as the mean ± standard deviation of three independent experiments. **, <span class="html-italic">p</span> &lt; 0.01 and ***, <span class="html-italic">p</span> &lt; 0.001 vs. first bar; <span>$</span>, <span class="html-italic">p</span> &lt; 0.05 and <span>$</span><span>$</span>, <span class="html-italic">p</span> &lt; 0.01 vs. second bar; #, <span class="html-italic">p</span> &lt; 0.05 vs. third bar (Mann–Whitney U test). FGF2, fibroblast growth factor 2; PBS, phosphate-buffered saline; PDLLA, poly-D,L-lactic acid; W, weeks.</p>
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<p>Regulation of proliferation marker by PDLLA treatment in sWAT of aged animals. (<b>A</b>–<b>C</b>) pERK1/2 to ERK1/2 ratio and PCNA expression in sWAT of aged mice treated with PDLLA. (<b>D</b>,<b>E</b>) PCNA expression in sWAT of aged mice treated with PDLLA. Yellow mark is a positive signal. Data are presented as the mean ± standard deviation of three independent experiments. **, <span class="html-italic">p</span> &lt; 0.01 and ***, <span class="html-italic">p</span> &lt; 0.001 vs. first bar; <span>$</span>, <span class="html-italic">p</span> &lt; 0.05 and <span>$</span><span>$</span>, <span class="html-italic">p</span> &lt; 0.01 vs. second bar (Mann–Whitney U test). ERK, extracellular signal-regulated kinase; PBS, phosphate-buffered saline; PCNA, proliferating cell nuclear antigen; PDLLA, poly-D,L-lactic acid.</p>
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<p>Regulation of adipogenesis factors by PDLLA treatment in sWAT of aged animals. (<b>A</b>–<b>C</b>) Expression levels of PPAR-γ and C/EBP-α in sWAT of aged mice treated with PDLLA. (<b>D</b>) Hematoxylin and eosin staining of sWAT in aged mice treated with PDLLA. (<b>E</b>,<b>F</b>) Adipose tissue thickness and adipocyte size in sWAT of aged mice treated with PDLLA. (<b>G,H</b>) <span class="html-italic">TNF-α</span> and <span class="html-italic">IL-6</span> mRNA level in sWAT of aged mice treated with PDLLA. Data are presented as the mean ± standard deviation of three independent experiments. **, <span class="html-italic">p</span> &lt; 0.01 and ***, <span class="html-italic">p</span> &lt; 0.001 vs. first bar; <span>$</span>, <span class="html-italic">p</span> &lt; 0.05 and <span>$</span><span>$</span>, <span class="html-italic">p</span> &lt; 0.01 vs. second bar (Mann–Whitney U test). C/EBP-α, CCAAT/enhancer-binding protein-α; IL-6, interleukin-6; PBS, phosphate-buffered saline; PDLLA, poly-D,L-lactic acid; PPAR-γ, proliferator-activated receptor-γ; TNF-α, tumor necrosis factor-α.</p>
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20 pages, 12925 KiB  
Article
Climate Change-Driven Hydrological Shifts in the Kon-Ha Thanh River Basin
by Cong Huy Vu, Binh Quang Nguyen, Thanh-Nhan-Duc Tran, Duong Ngoc Vo and Arfan Arshad
Water 2024, 16(23), 3389; https://doi.org/10.3390/w16233389 - 25 Nov 2024
Viewed by 367
Abstract
Climate change is projected to bring substantial changes to hydroclimatic extremes, which will affect natural river regimes and have wide-ranging impacts on human health and ecosystems, particularly in Central Highland Vietnam. This study focuses on understanding and quantifying the projected impacts of climate [...] Read more.
Climate change is projected to bring substantial changes to hydroclimatic extremes, which will affect natural river regimes and have wide-ranging impacts on human health and ecosystems, particularly in Central Highland Vietnam. This study focuses on understanding and quantifying the projected impacts of climate change on streamflow in the Kon-Ha Thanh River basin, using the Soil and Water Assessment Tool (SWAT) between 2016 and 2099. The study examined projected changes in streamflow across three time periods (2016–2035, 2046–2065, and 2080–2029) under two scenarios, Representative Conversion Pathways (RCPs) 4.5 and 8.5. The model was developed and validated on a daily scale with the model performance, yielding good performance scores, including Coefficient of Determination (R2), Nash-Sutcliffe Efficiency (NSE), and Root Mean Squared Error (RMSE) values of 0.79, 0.77, and 50.96 m3/s, respectively. Our findings are (1) streamflow during the wet season is projected to increase by up to 150%, particularly in December, under RCP 8.5; (2) dry season flows are expected to decrease by over 10%, beginning in May, heightening the risk of water shortages during critical agricultural periods; and (3) shifts in the timing of flood and dry seasons are found toward 2099 that will require adaptive measures for water resource management. These findings provide a scientific foundation for incorporating climate change impacts into regional water management strategies and enhancing the resilience of local communities to future hydroclimatic challenges. Full article
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<p>(<b>a</b>) Hydrological characteristics of the Kon-Ha Thanh River basin, where the locations for evaluating the effects of climate change are shown in red circles (see <a href="#sec2dot6-water-16-03389" class="html-sec">Section 2.6</a>). (<b>b</b>) DEM (<b>c</b>) LULC, in which water bodies (WATR), deciduous forest (FRSD), bananas (BANA), evergreen (FRSE), agricultural land generic (AGRL), agricultural land close grown (AGRC), urban residential low development (URLD), and agricultural land row crop (AGRR). (<b>d</b>) Soil types.</p>
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<p>The diagram presents the proposed framework that would be used in this study. The SWAT model was set up with warm-up (1986–1989), calibration (1990–1999), and validation (2000–2008). A historical scenario was chosen between 1986 and 2005 while analysis was conducted for future scenario analysis (RCPs 4.5 and 8.5) presenting the period between 2016 and 2099.</p>
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<p>(<b>a</b>) Model calibration and validation at Binh Tuong hydrological station (1990–2008) with the (<b>b</b>) calibration (1990–1999) and (<b>c</b>) validation (2000–2008).</p>
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<p>Historical and future streamflow under the (<b>a</b>,<b>c</b>,<b>e</b>,<b>g</b>,<b>i</b>,<b>k</b>,<b>m</b>) RCP 4.5 and (<b>b</b>,<b>d</b>,<b>f</b>,<b>h</b>,<b>j</b>,<b>l</b>,<b>n</b>) RCP 8.5 at sub-catchment levels. The boxplot shows annual streamflow variation in the historical and during three periods (2016–2035, 2046–2065, and 2080–2099).</p>
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<p>Projected changes in average monthly streamflow in Kon River between (<b>a</b>) 2046–2065 and (<b>b</b>) 2080–2099; in Ha Thanh River between (<b>c</b>) 2046–2065 and (<b>d</b>) 2080–2099. Changes in average seasonal streamflow in Kon River between (<b>e</b>) 2046–2065 and (<b>f</b>) 2080–2099; in Ha Thanh River between (<b>g</b>) 2046–2065 and (<b>h</b>) 2080–2099. Values represented by dashed lines indicate the average change in monthly scale under RCPs.</p>
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<p>Changes in frequency of flood peak under the (<b>a</b>,<b>c</b>,<b>e</b>,<b>g</b>,<b>i</b>,<b>k</b>,<b>m</b>) RCP 4.5 and (<b>b</b>,<b>d</b>,<b>f</b>,<b>h</b>,<b>j</b>,<b>l</b>,<b>n</b>) RCP 8.5 at different sub-catchments. The boxplot shows flood peak variation in the historical and during three periods (2016–2035, 2046–2065, and 2080–2099).</p>
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<p>Changes in frequency of low-flow under the (<b>a</b>,<b>c</b>,<b>e</b>,<b>g</b>,<b>i</b>,<b>k</b>,<b>m</b>) RCP 4.5 and (<b>b</b>,<b>d</b>,<b>f</b>,<b>h</b>,<b>j</b>,<b>l</b>,<b>n</b>) RCP 8.5 at different sub-catchments. The boxplot shows low-flow variation in the historical and during three periods (2016–2035, 2046–2065, and 2080–2099).</p>
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<p>Changes in percentage in average monthly streamflow between historical (1986–2005) and future projections (2016–2099) under the (<b>a</b>,<b>c</b>,<b>e</b>,<b>g</b>,<b>i</b>,<b>k</b>,<b>m</b>) RCP 4.5 and (<b>b</b>,<b>d</b>,<b>f</b>,<b>h</b>,<b>j</b>,<b>l</b>,<b>n</b>) RCP 8.5 at different sub-catchments.</p>
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18 pages, 8151 KiB  
Article
Projections of Climate Change Impact on Stream Temperature: A National-Scale Assessment for Poland
by Paweł Marcinkowski
Appl. Sci. 2024, 14(23), 10900; https://doi.org/10.3390/app142310900 - 25 Nov 2024
Viewed by 446
Abstract
This national-scale assessment explores the anticipated impact of climate change on stream temperature in Poland. Utilizing an ensemble of six EURO-CORDEX projections (2006 to 2100) under Representative Concentration Pathways (RCPs) 4.5 and 8.5, the study employs the Soil and Water Assessment Tool (SWAT) [...] Read more.
This national-scale assessment explores the anticipated impact of climate change on stream temperature in Poland. Utilizing an ensemble of six EURO-CORDEX projections (2006 to 2100) under Representative Concentration Pathways (RCPs) 4.5 and 8.5, the study employs the Soil and Water Assessment Tool (SWAT) to simulate stream temperature regimes. Validation against observed stream temperatures at 369 monitoring points demonstrates the reliability and accuracy of the SWAT model performance. Projected changes in air temperature reveal distinct seasonal variations and emission scenario dependencies. The validated stream temperature model indicates a uniform warming tendency across Poland, emphasizing the widespread nature of climate change impacts on aquatic ecosystems. Results show an increase in country-averaged stream temperature from the baseline (16.1 °C), with a rise of 0.5 °C in the near future (NF) and a further increase by 1 °C in the far future (FF) under RCP4.5. Under RCP8.5, the increase is more pronounced, reaching 1 °C in the NF and a substantial 2.6 °C in the FF. These findings offer essential insights for environmental management, emphasizing the need for adaptive strategies to mitigate adverse effects on freshwater ecosystems. However, as a preliminary study, this work uses a simplified temperature model that does not account for detailed hydrological processes and spatial variability, making it a good starting point for more detailed future research. Full article
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<p>Study location with SWAT sub-basins (<b>A</b>), stream temperature gauging stations (<b>B</b>), and mean seasonal air temperatures in summer (<b>C</b>) and winter (<b>D</b>).</p>
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<p>Country-averaged monthly changes in mean daily air temperature under RCP4.5 (blue) and RCP8.5 (orange). The intensity of each colour represents different horizons: light (baseline—ACT), medium (near future—NF), and dark (far future—FF).</p>
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<p>Goodness-of-fit measures derived upon validation: Kling–Gupta efficiency (KGE) (<b>A</b>), percent bias (PBIAS) (<b>B</b>), and coefficient of determination (R<sup>2</sup>) (<b>C</b>).</p>
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<p>Box plots showing the model performance expressed by Kling–Gupta efficiency (KGE), coefficient of determination (R2) (<b>A</b>), and percent bias (PBIAS) (<b>B</b>) values in 369 water quality monitoring points.</p>
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<p>Spatial distribution of multi-annual summer season mean stream temperature at the reach level for Representative Concentration Pathways (RCPs) 4.5 and 8.5 at baseline (ACT), in the near future (NF), and in the far future (FF).</p>
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<p>Spatial distribution of multi-annual winter season mean stream temperature at the reach level for Representative Concentration Pathways (RCPs) 4.5 and 8.5 at baseline (ACT), in the near future (NF), and in the far future (FF).</p>
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<p>Projections of the average daily air temperature during the summer period over multiple years for RCP4.5 (<b>A</b>) and RCP8.5 (<b>B</b>). The bands indicate extreme values (min and max) from nine climate models; the solid line represents the median. The green colour represents the historical period. The intensity of the blue and orange colours denotes the time horizon, where lighter shades indicate the near future, while darker shades indicate the far future.</p>
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<p>Projections of the average daily air temperature during the winter period over multiple years for RCP4.5 (<b>A</b>) and RCP8.5 (<b>B</b>). The bands indicate extreme values (min and max) from nine climate models; the solid line represents the median. The green colour represents the historical period. The intensity of the blue and orange colours denotes the time horizon, where lighter shades indicate the near future, while darker shades indicate the far future.</p>
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27 pages, 13639 KiB  
Article
Constructing the Joint Probability Spatial Distribution of Different Levels of Drought Risk Based on Copula Functions: A Case Study in the Yellow River Basin
by Quanwei Wang, Yimin Wang, Chen Niu and Mengdi Huang
Water 2024, 16(23), 3374; https://doi.org/10.3390/w16233374 - 24 Nov 2024
Viewed by 305
Abstract
Joint multivariate distribution and calculation of return period are essential in enhancing drought risk assessment and promoting the sustainable development of water resources. Aiming to address the increasingly serious drought situation in the Yellow River Basin, this study first utilized the Soil and [...] Read more.
Joint multivariate distribution and calculation of return period are essential in enhancing drought risk assessment and promoting the sustainable development of water resources. Aiming to address the increasingly serious drought situation in the Yellow River Basin, this study first utilized the Soil and Water Assessment Tool (SWAT) distributed hydrological model combined with the Standardized Precipitation Evapotranspiration Index (SPEI), the Standardized Soil Moisture Index (SSMI), and the Standard Water Yield Index (SWYI); the duration, peak, and severity of meteorological, agricultural, and hydrological droughts were analyzed. Based on the selected copula function, a three-dimensional joint distribution of drought duration (D), drought severity (S), and maximum severity (M) was constructed. The corresponding copula joint probability was calculated, leading to the three-dimensional joint return period and concurrent return period of meteorological drought, agricultural drought, and hydrological drought. The findings reveal several key trends: (1) Meteorological drought intensifies over time. Although drought areas eased after the 1990s, the overall drought trend continues to rise. Agricultural drought has intensified in arid regions but eased in semi-humid areas after the 2000s. Hydrological drought was severe in the upstream regions during the 1990s but eased in the 2000s, while it was particularly severe in the midstream and downstream regions during the 2000s. (2) Meteorological droughts are more severe in arid and semi-arid temperate regions and milder in semi-humid cold temperate regions. Agricultural droughts are extreme in arid and semi-arid cold temperate regions. Hydrological drought events are fewer but more severe in semi-arid temperate regions and have the lowest probability of occurrence in semi-humid cold temperate regions. (3) The overall probability of the occurrence of meteorological drought is between 55.7% and 69%; that of agricultural drought is between 73.1% and 91.7%, and that of hydrological drought is between 66.9% and 84%. Drought risk assessment provides scientific references for the analysis of the uncertainty of water supply in the basin and the formulation of effective risk management strategies. Full article
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<p>Location of the Yellow River Basin and its subzones. A represents ARMTZ, B represents SARSFZ, C represents SARMTZ, D represents SHRSFZ, E represents SHRMTZ, and F represents SHRWTZ.</p>
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<p>Detection of abrupt points of natural runoff at seven hydrologic stations in the Yellow River Basin.</p>
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<p>Comparison of naturalized runoff and simulated runoff at hydrological stations in the Yellow River Basin.</p>
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<p>Multi-scale evolutionary features of meteorological drought in the Yellow River Basin (red represents drought, and blue represents wet).</p>
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<p>Multi-scale spatial and temporal evolution characteristics of agricultural drought considering climate and land use changes in the Yellow River Basin.</p>
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<p>Multi-scale spatial and temporal evolution of hydrological drought considering climate and land use change in the Yellow River Basin.</p>
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<p>The fitting of empirical and theoretical frequencies of the three-dimensional joint distribution of characteristic variables of meteorological drought in six divisions of the Yellow River Basin.</p>
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<p>The fitting of empirical and theoretical frequencies of the three-dimensional joint distribution of characteristic variables of agricultural drought in six divisions of the Yellow River Basin.</p>
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<p>The fitting of empirical and theoretical frequencies of the three-dimensional joint distribution of characteristic variables of hydrological drought in six divisions of the Yellow River Basin.</p>
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<p>Three-dimensional joint distribution probability of characteristic variables of meteorological drought in six subdistricts of the Yellow River Basin.</p>
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<p>Three-dimensional joint distribution probability of characteristic variables of agricultural drought in six subdistricts of the Yellow River Basin.</p>
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<p>Three-dimensional joint distribution probability of characteristic variables of hydrological drought in six subdistricts of the Yellow River Basin.</p>
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<p>Spatial distribution of joint probability of different levels of meteorological drought risk in the Yellow River Basin.</p>
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<p>Spatial distribution of joint probability of different levels of agricultural drought risk in the Yellow River Basin.</p>
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<p>Spatial distribution of joint probability of different levels of hydrological drought risk in the Yellow River Basin.</p>
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18 pages, 7848 KiB  
Article
Effects of Climate Change and Human Activities on Streamflow in Arid Alpine Water Source Regions: A Case Study of the Shiyang River, China
by Honghua Xia, Yingqing Su, Linshan Yang, Qi Feng, Wei Liu and Jian Ma
Land 2024, 13(11), 1961; https://doi.org/10.3390/land13111961 - 20 Nov 2024
Viewed by 314
Abstract
Climate change and human activities were identified as the primary drivers of streamflow in arid alpine regions. However, limitations in observational data have resulted in a limited understanding of streamflow changes in these water sources, which hinders efforts to adapt to ongoing climate [...] Read more.
Climate change and human activities were identified as the primary drivers of streamflow in arid alpine regions. However, limitations in observational data have resulted in a limited understanding of streamflow changes in these water sources, which hinders efforts to adapt to ongoing climate change and to formulate effective streamflow management policies. Here, we use the four main tributaries in the upper reach of the Shiyang River in China as a case study to investigate the long-term trends in streamflow within arid alpine water sources, quantifying the individual contributions of climate change and human activities to these changes. The findings revealed that temperatures and precipitation in arid alpine regions have risen over the past 40 years. Although the warming trend has been significant, it has slowed in recent years. Nevertheless, three-quarters of the rivers are experiencing a decline in streamflow. The land types within the watershed remain relatively stable, with land use and cover change (LUCC) primarily occurring in the Gulang River watershed. Climate change has significantly affected streamflow change in high and rugged terrains, with an influence exceeding 70%. For example, Jingta River showed an impact of 118.79%, Zamu River 84.00%, and Huangyang River 71.43%. Human-driven LUCC, such as the expansion of cultivated and urban land, have led to increased water consumption, resulting in reduced streamflow. This effect is particularly pronounced in the low-lying and gently undulating areas of the Gulang River, where LUCC account for 78.68% of the change in streamflow. As human activities intensify and temperatures continue to rise, further declines in streamflow are projected, highlighting the urgent need for effective water resource management. These insights highlight the urgent need for targeted mitigation and adaptation strategies to confront the water scarcity challenges faced by these vulnerable regions. Full article
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<p>Location of the study area. (<b>a</b>) The geographical position of the watershed in China. (<b>b</b>) The environmental background. The abbreviations featured in the figure are listed in <a href="#app1-land-13-01961" class="html-app">Supplementary Material Table S1</a>.</p>
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<p>Research framework on the effects of climate change and human activities on streamflow.</p>
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<p>Comparison of streamflow simulated by SWAT model with monthly observation data of hydrologic stations during 1980–2016 in the JTR (<b>a</b>), ZMR (<b>b</b>), HYR (<b>c</b>), and GLR (<b>d</b>).</p>
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<p>LUCC from 1990 to 2010. (<b>a</b>) and (<b>b</b>) represent the LUCC of the four basins for 1990 and 2010, respectively. (<b>c</b>) indicates the land use dynamic degree of the four basins. (<b>d</b>) refers to the comprehensive land use dynamic degree of the four basins. Note: The abbreviations CL, FL, WB, UrL, UnL, HCG, MCG, and LCG represent cultivated land, forest land, water body, urban land, unutilized land, high-coverage grassland, medium-coverage grassland, and low-coverage grassland, respectively.</p>
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<p>The 1990–2010 land use transition matrix in the JTR (<b>a</b>), ZMR (<b>b</b>), HYR (<b>c</b>), and GLR (<b>d</b>). The unit of LUCC transfer area is km<sup>2</sup>.</p>
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<p>Changing trends in temperature, precipitation, and streamflow. Note: β1 and β2 represent Sen’s slope during 1985–2000 and 2001–2016, respectively. “β” in bold denotes the trends for the entire period 1980–2009 (per decade). The single asterisk (“*”) and two asterisks (“**”), represent statistical significance levels of <span class="html-italic">p</span> &lt; 0.1and <span class="html-italic">p</span> &lt; 0.05, respectively.</p>
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<p>Sen’s slope of temperature (<b>a</b>), precipitation (<b>b</b>), and streamflow (<b>c</b>). Note: The single asterisks (“*”), two asterisks (”**”), and three asterisks (”***”) represent statistical significance levels of <span class="html-italic">p</span> &lt; 0.1, <span class="html-italic">p</span> &lt; 0.05, and <span class="html-italic">p</span> &lt; 0.01, respectively.</p>
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<p>Changes in monthly streamflow impacted by climate change and LUCC in the JTR (<b>a</b>), ZMR (<b>b</b>), HYR (<b>c</b>), and GLR (<b>d</b>).</p>
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<p>Streamflow suitability management in arid alpine regions.</p>
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20 pages, 5042 KiB  
Article
Advancing Water Security and Agricultural Productivity: A Case Study of Transboundary Cooperation Opportunities in the Kabul River Basin
by Yar M. Taraky, Ed McBean, Andrew Binns and Bahram Gharabaghi
Environments 2024, 11(11), 253; https://doi.org/10.3390/environments11110253 - 13 Nov 2024
Viewed by 494
Abstract
The Kabul River Basin (KRB) is witnessing frequent flood and drought events that influence food production and distribution. The KRB is one of the world’s poorest regions regarding food security. Food security issues in the KRB include shifts in short-term climate cycles with [...] Read more.
The Kabul River Basin (KRB) is witnessing frequent flood and drought events that influence food production and distribution. The KRB is one of the world’s poorest regions regarding food security. Food security issues in the KRB include shifts in short-term climate cycles with significant river flow variations that result in inadequate water distribution. Due to the lack of hydro-infrastructure, low irrigation efficiency, and continuing wars, the Afghanistan portion of the KRB has experienced low agricultural land expansion opportunities for food production. This research assesses the relationship between flood mitigation, flow balances, and food production and, cumulatively, assesses the social and economic well-being of the population of the KRB. SWAT modeling and climate change (CCSM4) implications are utilized to assess how these relationships impact the social and economic well-being of the population in the KRB. The intricacies of transboundary exchange and cooperation indicate that the conservation of ~38% of the water volume would nearly double the low flows in the dry season and result in the retention of ~2B m3/y of water for agricultural developmental use. Results show that the peak flood flow routing in reservoirs on the Afghanistan side of the KRB would have a substantial positive impact on agricultural products and, therefore, food security. Water volume conservation has the potential to provide ~44% more arable land with water, allowing a ~51% increase in crop yield, provided that improved irrigation efficiency techniques are utilized. Full article
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<p>Location of the Kabul River Basin.</p>
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<p>(<b>a</b>) The KRB’s administrative and economic regions; (<b>b</b>) the study area and the flow direction.</p>
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<p>The Kabul River’s schematic direction and its tributaries.</p>
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<p>Flow volume conservation potentials under (<b>a</b>) minimum, (<b>b</b>) average, and (<b>c</b>) maximum flow conditions at Dakah Station. The volume of water that can be conserved under future conditions is shaded in blue.</p>
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<p>The KRB’s estimated agricultural land increase (ha) (1960–2050).</p>
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<p>FAO food price index [<a href="#B14-environments-11-00253" class="html-bibr">14</a>].</p>
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<p>KRB aridity map with all of the semi-arid and dry sub-humid areas that have a land productivity rating of &gt;2; all of the other areas have a land productivity rating of &lt;2.</p>
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26 pages, 16750 KiB  
Article
Assessment and Application of Multi-Source Precipitation Products in Cold Regions Based on the Improved SWAT Model
by Zhaoqi Tang, Yi Wang and Wen Chen
Remote Sens. 2024, 16(22), 4132; https://doi.org/10.3390/rs16224132 - 6 Nov 2024
Viewed by 651
Abstract
In hydrological modeling, the accuracy of precipitation data and the reflection of the model’s physical mechanisms are crucial for accurately describing hydrological processes. Identifying reliable data sources and exploring reasonable hydrological evolution mechanisms for hydrology and water resources research in high-altitude mountainous regions [...] Read more.
In hydrological modeling, the accuracy of precipitation data and the reflection of the model’s physical mechanisms are crucial for accurately describing hydrological processes. Identifying reliable data sources and exploring reasonable hydrological evolution mechanisms for hydrology and water resources research in high-altitude mountainous regions with sparse stations and limited data constitute a significant challenge and focus in the field of hydrology. This study focuses on the Yarkant River Basin in Xinjiang, which originates from glaciers and contains a substantial amount of meltwater runoff. A dynamic glacier melt module considering the synergistic effects of multiple meteorological factors was developed and integrated into the original Soil and Water Assessment Tool (SWAT) model. Four precipitation datasets (ERA5-land, MSWEP, CMA V2.0, and CHM-PRE) were selected to train the model, including remote sensing precipitation products and station-interpolated precipitation data. The applicability of the improved SWAT model and precipitation datasets in the source region of the Yarkant River was evaluated and analyzed using statistical indicators, hydrological characteristic values, and watershed runoff simulation effectiveness. The optimal dataset was further used to analyze glacier evolution characteristics in the basin. The results revealed the following: (1) The improved model fills the gap in glacier runoff simulation with respect to the original SWAT model, with the simulation results more closely aligning with the actual runoff variation patterns in the study area, better describing the meltwater runoff process. (2) CMA V2.0 precipitation data has the best applicability in the study area. This is specifically reflected in the rationality of the spatial and temporal distribution patterns of the inverted precipitation, the accuracy observed in capturing precipitation events and actual precipitation characteristics, the goodness of fit in driving hydrological models, and the observed precision in reflecting the composition of watershed runoff, all of which are superior to those pertaining to other precipitation products. (3) The glacier melt calculated using the improved SWAT model informed by CMA V2.0 shows that during the study period, the basin formed a pattern with a positive–negative glacier balance demarcation at 36.5° N, featuring melting at higher latitudes and accumulation at lower latitudes. The results of this study are of significant importance for hydrometeorological applications and hydrological and water resources research in this region. Full article
(This article belongs to the Special Issue Monitoring Cold-Region Water Cycles Using Remote Sensing Big Data)
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<p>Overview of the headwaters of the upper Yarkant River Basin.</p>
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<p>Flow chart for this study.</p>
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<p>Daily runoff simulation results before and after model improvement ((<b>A1</b>,<b>A2</b>): full period; (<b>B1</b>,<b>B2</b>): summer flood season).</p>
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<p>Spatial distribution of annual precipitation from precipitation products. ((<b>A</b>): CMA V2.0; (<b>B</b>): CHM-PRE; (<b>C</b>): ERA5-land; (<b>D</b>): MSWEP).</p>
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<p>Distribution of annual precipitation by elevation from precipitation products.</p>
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<p>Box plot of monthly precipitation from precipitation products.</p>
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<p>Taylor diagram of observed precipitation and precipitation products at stations ((A): CMA V2.0; (B): CHM-PRE; (C): ERA5-land; (D): MSWEP).</p>
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<p>Daily runoff simulation results before and after model improvement brought about by using precipitation products (<b>A1</b>–<b>D1</b>: Simulation results of CMA V2.0, CHM-PRE, ERA5-land, MSWEP before model improvement; <b>A2</b>–<b>D2</b>: Simulation results of CMA V2.0, CHM-PRE, ERA5-land, MSWEP after model improvement).</p>
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<p>Monthly runoff simulation results before and after improving the model using precipitation products.</p>
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<p>Annual and multi-year average contributions of glacier meltwater, rainfall, and snowmelt runoff to total runoff.</p>
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<p>Spatial distribution of glacier evolution characteristics (<b>A1</b>–<b>C1</b>: Glacier melting volume, accumulation and mass balance within sub-basins; <b>A2</b>–<b>C2</b>: Bubble plot of glacier melting volume, accumulation and mass balance).</p>
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16 pages, 4495 KiB  
Article
How Do Satellite Precipitation Products Affect Water Quality Simulations? A Comparative Analysis of Rainfall Datasets for River Flow and Riverine Nitrate Load in an Agricultural Watershed
by Mahesh R. Tapas
Nitrogen 2024, 5(4), 1015-1030; https://doi.org/10.3390/nitrogen5040065 - 1 Nov 2024
Viewed by 516
Abstract
Excessive nitrate loading from agricultural runoff leads to substantial environmental and economic harm, and although hydrological models are used to mitigate these effects, the influence of various satellite precipitation products (SPPs) on nitrate load simulations is often overlooked. This study addresses this research [...] Read more.
Excessive nitrate loading from agricultural runoff leads to substantial environmental and economic harm, and although hydrological models are used to mitigate these effects, the influence of various satellite precipitation products (SPPs) on nitrate load simulations is often overlooked. This study addresses this research gap by evaluating the impacts of using different satellite precipitation products—ERA5, IMERG, and gridMET—on flow and nitrate load simulations with the Soil and Water Assessment Tool Plus (SWAT+), using the Tar-Pamlico watershed as a case study. Although agricultural activities are higher in the summer, this study found the lowest nitrate load during this season due to reduced runoff. In contrast, the nitrate load was higher in the winter because of increased runoff, highlighting the dominance of water flow in driving riverine nitrate load. This study found that although IMERG predicts the highest annual average flow (120 m3/s in Pamlico Sound), it unexpectedly results in the lowest annual average nitrate load (1750 metric tons/year). In contrast, gridMET estimates significantly higher annual average nitrate loads (3850 metric tons/year). This discrepancy underscores the crucial impact of rainfall datasets on nitrate transport predictions and highlights how the choice of dataset can significantly influence nitrate load simulations. Full article
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<p>Elevation map of the study area watershed in eastern North Carolina, USA, showing elevation categories from &lt;10 m to &gt;150 m. The inset map provides the geographic location of the watershed within the broader southeastern U.S. region.</p>
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<p>Framework for SWAT+ model setup, calibration, and multi-objective optimization for analyzing flow and nitrate load in the Tar-Pamlico watershed. The diagram outlines key data inputs, model detailing, and scenario analysis with multiple rainfall datasets.</p>
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<p>Seasonal rainfall comparison for Greenville, NC (2001–2019) using ERA5, gridMET, and IMERG datasets [The bar chart shows seasonal variations in rainfall, highlighting differences between the three datasets for Fall, Spring, Summer, and Winter].</p>
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<p>Annual average flow values (m<sup>3</sup>/s) from 2003 to 2019 at five locations in the Tar-Pamlico watershed, comparing predictions from three rainfall datasets: ERA5, IMERG, and gridMET [IMERG consistently predicts higher flows across all locations, with gridMET generally estimating the lowest values]. As SWAT+ does not account for backflows, the flow values at Pamlico and Pamlico Sound may be overestimated compared to actual conditions, where backflow could reduce overall flow rates.</p>
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<p>Streamflow comparison for the study area using ERA5, gridMET, and IMERG datasets [The maps depict spatial variations in streamflow (m<sup>3</sup>/s) across subbasins, with flow categorized into five classes, highlighting differences in streamflow estimates among the datasets].</p>
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<p>Seasonal average flow values at the outlet of Lower Tar sub-watershed for three rainfall datasets [The plot illustrates the flow patterns for ERA5, IMERG, and gridMET rainfall datasets, showing distinct seasonal peaks with variability across the years].</p>
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<p>Annual average nitrate load (metric tons/year) across five sub-watersheds in the Tar-Pamlico Basin, comparing predictions from three rainfall datasets: ERA5, IMERG, and gridMET [gridMET consistently estimates the highest nitrate loads, while IMERG predicts significantly lower values across all locations].</p>
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<p>Spatial distribution of annual nitrate load across SWAT+ delineated channels using ERA5, gridMET, and IMERG datasets [The maps show nitrate load (metric tons per year) categorized into five classes, highlighting variability in nitrate transport estimates among the datasets across the watershed].</p>
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<p>Comparison of monthly nitrate load (metric tons/month) from three datasets: ERA5, IMERG, and gridMET from 2003 to 2019 [The data show significant variations, with peak loads occurring in different periods for each dataset].</p>
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22 pages, 3747 KiB  
Article
Soil and Water Assessment Tool (SWAT)-Informed Deep Learning for Streamflow Forecasting with Remote Sensing and In Situ Precipitation and Discharge Observations
by Chunlin Huang, Ying Zhang and Jinliang Hou
Remote Sens. 2024, 16(21), 3999; https://doi.org/10.3390/rs16213999 - 28 Oct 2024
Viewed by 671
Abstract
In order to anticipate residual errors and improve accuracy while reducing uncertainties, this work integrates the long short-term memory (LSTM) with the Soil and Water Assessment Tool (SWAT) to create a deep learning (DL) model that is guided by physics. By forecasting the [...] Read more.
In order to anticipate residual errors and improve accuracy while reducing uncertainties, this work integrates the long short-term memory (LSTM) with the Soil and Water Assessment Tool (SWAT) to create a deep learning (DL) model that is guided by physics. By forecasting the residual errors of the SWAT model, the SWAT-informed LSTM model (LSTM-SWAT) differs from typical LSTM approaches that predict the streamflow directly. Through numerical tests, the performance of the LSTM-SWAT was evaluated with both LSTM-only and SWAT-only models in the Upper Heihe River Basin. The outcomes showed that the LSTM-SWAT performed better than the other models, showing higher accuracy and a lower mean absolute error (MAE = 3.13 m3/s). Sensitivity experiments further showed how the quality of the training dataset affects the performance of the LSTM-SWAT. The results of this study demonstrate how the LSTM-SWAT may improve streamflow prediction greatly by remote sensing and in situ observations. Additionally, this study emphasizes the need for detailed consideration of specific sources of uncertainty to further improve the predictive capabilities of the hybrid model. Full article
(This article belongs to the Special Issue Remote Sensing for Terrestrial Hydrologic Variables)
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<p>Schematic of the long short-term memory (LSTM) network structure and LSTM block. Solid lines indicate the propagation flow; dotted lines indicate the backpropagation flow. t is the time step, h is the output state, C is the cell state, σ is the sigmoid function, and tanh is the hyperbolic tangent function.</p>
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<p>Schematic of the LSTM-SWAT integration.</p>
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<p>Topographic map illustrating the Upper Heihe River Basin (UHRB), along with the positions of the weather stations.</p>
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<p>Scatter (<b>a</b>) and time series (<b>b</b>) plots of the streamflow observed by the Yingluoxia gauge station and simulated by the SWAT, LSTM-only and LSTM-SWAT from 1 January 2007 to 31 December 2009.</p>
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<p>Spatial importance distributions of the TMPA and CMD data.</p>
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<p>Spatial importance of the CMD (<b>a</b>) and TMPA (<b>b</b>) training data for UHRB streamflow prediction by the LSTM-SWAT with different training periods ((<b>a1</b>): 2001 of CMD, (<b>a2</b>): 2002 of CMD, (<b>a3</b>): 2003 of CMD, (<b>a4</b>): 2004 of CMD, (<b>a5</b>): 2005 of CMD, (<b>a6</b>): 2006 of CMD, (<b>b1</b>): 2001 of TMPA, (<b>b2</b>): 2002 of TMPA, (<b>b3</b>): 2003 of TMPA, (<b>b4</b>): 2004 of TMPA, (<b>b5</b>): 2005 of TMPA, (<b>b6</b>): 2006 of TMPA).</p>
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<p>Hyperparameter sensitivities of the CMD training data for UHRB streamflow prediction by the LSTM-SWAT.</p>
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<p>Hyperparameter sensitivities of the TMPA training data for UHRB streamflow prediction by the LSTM-SWAT.</p>
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17 pages, 4246 KiB  
Article
Enhancing Sustainability in Watershed Management: Spatiotemporal Assessment of Baseflow Alpha Factor in SWAT
by Jimin Lee, Jeongho Han, Seoro Lee, Jonggun Kim, Eun Hye Na, Bernard Engel and Kyoung Jae Lim
Sustainability 2024, 16(21), 9189; https://doi.org/10.3390/su16219189 - 23 Oct 2024
Viewed by 667
Abstract
The increasing frequency of extreme rainfall events poses significant challenges to sustainable water resource management, leading to severe natural disasters. To mitigate these challenges, understanding the hydrological characteristics of watersheds, especially baseflow, is critical for enhancing watershed resilience and supporting sustainable water quality [...] Read more.
The increasing frequency of extreme rainfall events poses significant challenges to sustainable water resource management, leading to severe natural disasters. To mitigate these challenges, understanding the hydrological characteristics of watersheds, especially baseflow, is critical for enhancing watershed resilience and supporting sustainable water quality and resource management. However, conventional watershed models often neglect the accurate simulation of baseflow recession. This study proposes a method for calculating and applying the alpha factor for each hydrologic response unit (HRU) in the Soil and Water Assessment Tool (SWAT), considering both temporal and spatial variability in baseflow. The study watershed has undergone significant development, increasing the need for effective water management strategies that promote long-term sustainability. The alpha factor was computed using BFlow2021, and its effectiveness was evaluated by comparing recession and baseflow estimates under different methods. The results indicate that incorporating monthly HRU-specific alpha factors significantly improves model predictions of recession characteristics, highlighting the need for a more spatially and temporally detailed approach in hydrological modeling. The proposed methodology can help clarify the connection between recession and baseflow and can be applied to ungauged stations, offering a valuable tool for sustainable watershed and water quality management. Full article
(This article belongs to the Special Issue Watershed Hydrology and Sustainable Water Environments)
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<p>Flowchart of study procedures.</p>
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<p>Locations of streamflow observation stations in the Gapcheon watershed.</p>
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<p>Overview and menu of BFlow2021: (<b>a</b>) Input menu, (<b>b</b>,<b>c</b>) Output menu [<a href="#B28-sustainability-16-09189" class="html-bibr">28</a>].</p>
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<p>Comparison of recessions of the MAPE in Case 1 and Case 2 (M1–2.5).</p>
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<p>Comparison of recessions of the MAPE in Case 1 and Case 2 (M2–2.5).</p>
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<p>Comparison of observed and simulated recession trends in the study watershed: (<b>a</b>) Munam, (<b>b</b>) Yongchon, (<b>c</b>) Hanbat, and (<b>d</b>) Wonchon.</p>
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<p>Comparison of observed and simulated recession trends in the study watershed: (<b>a</b>) Munam, (<b>b</b>) Yongchon, (<b>c</b>) Hanbat, and (<b>d</b>) Wonchon.</p>
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<p>Comparison of recessions of the MAPE in Case 2 (M2–2.5, M2–3.0).</p>
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<p>Comparison of baseflow of the MAPE in Case 1 and Case 2 (M2–2.5).</p>
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17 pages, 8794 KiB  
Article
Impacts of Land Use and Land Cover Change on Non-Point Source Pollution in the Nyabarongo River Catchment, Rwanda
by Justin Nsanzabaganwa, Xi Chen, Tie Liu, Egide Hakorimana, Richard Mind’je, Aboubakar Gasirabo, Bakayisire Fabiola, Adeline Umugwaneza and Niyonsenga Schadrack
Water 2024, 16(21), 3033; https://doi.org/10.3390/w16213033 - 23 Oct 2024
Viewed by 802
Abstract
The Nyabarongo river catchment in Rwanda has experienced significant changes in its land use and land cover (LULC) in recent decades, with profound implications for non-point source pollution. However, there are limited studies on non-point pollution caused by nutrient loss associated with land [...] Read more.
The Nyabarongo river catchment in Rwanda has experienced significant changes in its land use and land cover (LULC) in recent decades, with profound implications for non-point source pollution. However, there are limited studies on non-point pollution caused by nutrient loss associated with land use and land cover changes in the catchment. This study investigates the spatiotemporal impacts of these changes on water quality considering nitrogen and phosphorus within the catchment from 2000 to 2020 and 2030 as a projection. The SWAT model was used in analysis of hydrological simulations, while the CA–Markov model was used for the future projection of LULC in 2030. The results revealed (1) the important changes in LULC in the study area, where a decrease in forestland was observed with a considerable increase in built-up land, grassland, and cropland; (2) that the R2 and NSE of the TN and TP in the runoff simulation in the catchment were all above 0.70, showing good applicability during calibration and validation periods; (3) that from 2000 to 2020 and looking to the projection in 2030, the simulated monthly average TN and TP levels have progressively increased from 15.36 to 145.71 kg/ha, 2.46 to 15.47 kg/ha, 67.2 to 158.8 kg/ha, and 9.3 to 17.43 kg/ha, respectively; and (4) that the most polluted land use types are agriculture and urban areas, due to increases in human activities as a consequence of population growth in the catchment. Understanding the patterns and drivers of these changes is critical for developing effective policies and practices for sustainable land management and protection of water resources. Full article
(This article belongs to the Special Issue Research on Watershed Ecology, Hydrology and Climate)
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<p>Geographical location of the study area: (<b>a</b>) location at the continent level; (<b>b</b>) location at the country level; (<b>c</b>) sub-catchments with rivers and hydro-meteorological station locations.</p>
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<p>(<b>a</b>) DEM, (<b>b</b>) soil type, (<b>c</b>) slope, (<b>d</b>–<b>f</b>) LULC.</p>
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<p>Fitting of simulated and measured runoff data.</p>
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<p>Fitting of measured TP and simulated data.</p>
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<p>Fitting of measured TN and simulated data.</p>
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<p>Gain and loss in % of land use in the study period.</p>
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<p>Annual load of total nitrogen and outlet points in three LULC phases.</p>
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<p>Spatial distribution of TN (2000, 2010, 2020) in the catchment.</p>
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<p>Annual load of total phosphorus at outlet points in three LULC phases.</p>
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<p>Spatial distribution of TP (2000, 2010, 2020) in the catchment.</p>
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<p>Future projections of the spatial distribution of TN (<b>A</b>) and TP (<b>B</b>) in 2030.</p>
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36 pages, 19498 KiB  
Article
Advancing SWAT Model Calibration: A U-NSGA-III-Based Framework for Multi-Objective Optimization
by Huihui Mao, Chen Wang, Yan He, Xianfeng Song, Run Ma, Runkui Li and Zheng Duan
Water 2024, 16(21), 3030; https://doi.org/10.3390/w16213030 - 22 Oct 2024
Viewed by 724
Abstract
In recent years, remote sensing data have revealed considerable potential in unraveling crucial information regarding water balance dynamics due to their unique spatiotemporal distribution characteristics, thereby advancing multi-objective optimization algorithms in hydrological model parameter calibration. However, existing optimization frameworks based on the Soil [...] Read more.
In recent years, remote sensing data have revealed considerable potential in unraveling crucial information regarding water balance dynamics due to their unique spatiotemporal distribution characteristics, thereby advancing multi-objective optimization algorithms in hydrological model parameter calibration. However, existing optimization frameworks based on the Soil and Water Assessment Tool (SWAT) primarily focus on single-objective or multiple-objective (i.e., two or three objective functions), lacking an open, efficient, and flexible framework to integrate many-objective (i.e., four or more objective functions) optimization algorithms to satisfy the growing demands of complex hydrological systems. This study addresses this gap by designing and implementing a multi-objective optimization framework, Py-SWAT-U-NSGA-III, which integrates the Unified Non-dominated Sorting Genetic Algorithm III (U-NSGA-III). Built on the SWAT model, this framework supports a broad range of optimization problems, from single- to many-objective. Developed within a Python environment, the SWAT model modules are integrated with the Pymoo library to construct a U-NSGA-III algorithm-based optimization framework. This framework accommodates various calibration schemes, including multi-site, multi-variable, and multi-objective functions. Additionally, it incorporates sensitivity analysis and post-processing modules to shed insights into model behavior and evaluate optimization results. The framework supports multi-core parallel processing to enhance efficiency. The framework was tested in the Meijiang River Basin in southern China, using daily streamflow data and Penman–Monteith–Leuning Version 2 (PML-V2(China)) remote sensing evapotranspiration (ET) data for sensitivity analysis and parallel efficiency evaluation. Three case studies demonstrated its effectiveness in optimizing complex hydrological models, with multi-core processing achieving a speedup of up to 8.95 despite I/O bottlenecks. Py-SWAT-U-NSGA-III provides an open, efficient, and flexible tool for the hydrological community that strives to facilitate the application and advancement of multi-objective optimization in hydrological modeling. Full article
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<p>Schematic diagram of Py-SWAT-U-NSGA-III (The MCDM in the figure represents the selection of the trade-off solution from a set of Pareto solutions, see the introduction of Multi-Criteria Decision Making (MCDM) in <a href="#sec2dot3dot2-water-16-03030" class="html-sec">Section 2.3.2</a> for details; the Result Output/Result Plotting in the figure give the process of the multi-objective algorithm in the iterative process to find the Pareto solution, which is getting closer and closer to the Pareto solution for the increase of the number of generations; the grey colour in the figure represents the distribution of the initial solution, the green colour and the blue colour represent the distribution of the solution in the iterative process, and the red colour represents the final Pareto solution).</p>
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<p>Location of the Meijiang River Basin.</p>
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<p>TVSA of each parameter for each model variable: (<b>a</b>–<b>c</b>) streamflow and (<b>d</b>) ET.</p>
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<p>TVSA of each parameter for each model variable: (<b>a</b>–<b>c</b>) streamflow and (<b>d</b>) ET.</p>
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<p>TVSA of each parameter for each model variable: (<b>a</b>–<b>c</b>) streamflow and (<b>d</b>) ET.</p>
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<p>Py-SWAT-U-NSGA-III execution time and parallel speedup as a function of the number of cores used in the run.</p>
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<p>Scatterplot of the distribution of Pareto and compromise solutions in the objective function space: (<b>a</b>) Distribution of Pareto and compromise solutions in three-dimensional objective space, the x, y, and z axes represent the NSE of streamflow at the three hydrological stations, respectively; (<b>b</b>–<b>d</b>) Two-dimensional spatial projections of different objective functions.</p>
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<p>Parallel coordinate plots of Pareto and compromise solutions in parameter space distribution in the multi-site calibration (due to the large number of vegetation-related parameters, only forest-related vegetation parameters are shown).</p>
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<p>Normalized hypervolume indicator and the number of Pareto solutions as a function of the number of generations in the multi-site calibration.</p>
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<p>Plotting of calibration variables: (<b>a</b>) Time series curves of streamflow at three hydrological stations, panels on the right show the mean seasonal cycle (the envelope of the grey area represents the uncertainty band encompassing all simulations derived from the Pareto optimal front); (<b>b</b>) Flow duration curves of three hydrological stations.</p>
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<p>Scatterplot of the distribution of Pareto and compromise solutions in the objective function space: (<b>a</b>) Distribution of Pareto and compromise solutions in three-dimensional objective space, the x, y, and z axes represent NSE of streamflow at the three hydrological stations, respectively, and the NSE of ET is represented using a gradient color bar. (<b>b</b>–<b>g</b>) Two-dimensional spatial projections of different objective functions.</p>
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<p>Parallel coordinate plots of Pareto and compromise solutions in parameter space distribution in the multi-variable calibration (due to the large number of vegetation-related parameters, only forest-related vegetation parameters are shown).</p>
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<p>Normalized hypervolume indicator and the number of Pareto solutions as a function of the number of generations in the multi-variable calibration.</p>
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<p>Plotting of calibration variables. (<b>a</b>) Time series curves of streamflow at three hydrological stations and ET, panels on the right show the mean seasonal cycle (the envelope of the grey area represents the uncertainty band encompassing all simulations derived from the Pareto optimal front); (<b>b</b>) Flow duration curves of three hydrological stations.</p>
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<p>Plotting of calibration variables. (<b>a</b>) Time series curves of streamflow at three hydrological stations and ET, panels on the right show the mean seasonal cycle (the envelope of the grey area represents the uncertainty band encompassing all simulations derived from the Pareto optimal front); (<b>b</b>) Flow duration curves of three hydrological stations.</p>
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<p>Scatterplot of the distribution of Pareto and compromise solutions in the objective function space.</p>
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<p>Parallel coordinate plots of Pareto and compromise solutions in parameter space distribution in the multi-objective functions calibration (due to the large number of vegetation-related parameters, only forest-related vegetation parameters are shown).</p>
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<p>Normalized hypervolume indicator and the number of Pareto solutions as a function of the number of generations in the multi-objective functions calibration.</p>
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<p>Plotting of calibration variables. (<b>a</b>) Time series curves of streamflow at Fenkeng hydrological station; the panel on the right show the mean seasonal cycle (the envelope of the grey area represents the uncertainty band encompassing all simulations derived from the Pareto optimal front); (<b>b</b>) Flow duration curves of Fenkeng hydrological station.</p>
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<p>Plotting of calibration variables. (<b>a</b>) Time series curves of streamflow at Fenkeng hydrological station; the panel on the right show the mean seasonal cycle (the envelope of the grey area represents the uncertainty band encompassing all simulations derived from the Pareto optimal front); (<b>b</b>) Flow duration curves of Fenkeng hydrological station.</p>
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19 pages, 10203 KiB  
Article
Combining SWAT with Machine Learning to Identify Primary Controlling Factors and Their Impacts on Non-Point Source Pollution
by Maowu Yin, Zaijun Wu, Qian Zhang, Yangyang Su, Qiao Hong, Qiongqiong Jia, Xiao Wang, Kan Wang and Junrui Cheng
Water 2024, 16(21), 3026; https://doi.org/10.3390/w16213026 - 22 Oct 2024
Viewed by 635
Abstract
Non-point source (NPS) pollution has a complex formation mechanism, and identifying its primary controlling factors is crucial for effective pollution treatment. In this study, the Baixi Reservoir Watershed, characterized by low-intensity development, was selected as the study area. A new methodology combining the [...] Read more.
Non-point source (NPS) pollution has a complex formation mechanism, and identifying its primary controlling factors is crucial for effective pollution treatment. In this study, the Baixi Reservoir Watershed, characterized by low-intensity development, was selected as the study area. A new methodology combining the Soil and Water Assessment Tool (SWAT) with the Random Forest (RF) algorithm was proposed to comprehensively identify the primary controlling factors of NPS pollution and analyze the interaction between factors. The results of the validated SWAT model showed that the annual intensity of total nitrogen (TN) load range was 0.677–11.014 kg ha−1 yr−1, and the total phosphorus (TP) load per unit area range was 0.020–0.110 kg ha−1 yr−1. Loads of sediment, TP, and TN exhibited significant seasonal variations, particularly in the Baixi basin, where sediment yield had the highest absolute change rate, with a value of up to 232.26. Random Forest models for TN and TP displayed high accuracy (R2 > 0.99) and robust generalization ability. Fertilization, sediment yield, and terrain slope were identified through RF models as the primary factors affecting TN and TP. By graphing partial dependency plots (PDPs) based on the results of the RF models to analyze the interaction between factors, the findings suggest a strong synergistic effect of two combined factors: fertilization and sediment yield. When fertilizer application exceeds 15 kg ha−1 yr−1 and sediment yield exceeds 3 kg ha−1 yr−1, there is a sharp increase in nitrogen and phosphorus load. Through the identification and analysis of the primary controlling factors of NPS pollution, this study provides a solid scientific foundation for developing effective watershed management strategies. Full article
(This article belongs to the Section Water Quality and Contamination)
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<p>(<b>a</b>) Geographic location of Baixi Reservoir, two meteorological stations, and one hydrological station, and distribution of rivers within the watershed; (<b>b</b>) spatial distribution of land use types; (<b>c</b>) the whole watershed divided into three smaller basins, and the distribution of 18 sub-watersheds.</p>
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<p>Process of importance analysis for RF factors.</p>
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<p>Calibration and validation results of monthly (<b>a</b>) flow discharge, (<b>b</b>) NH<sub>3</sub>-N, (<b>c</b>) TP, and (<b>d</b>) TN in the Baixi Reservoir Watershed. The dashed line divides the calibration period and validation period.</p>
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<p>The variation of monthly (<b>a</b>) sediment yield, (<b>b</b>) water yield, (<b>c</b>) TP load, and (<b>d</b>) TN load; (<b>e</b>) the coefficient of variation and (<b>f</b>) the absolute change rate.</p>
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<p>Distribution of average annual intensities of (<b>a</b>) TN and (<b>b</b>) TP loads across 18 sub-watersheds in the Baixi Reservoir Watershed.</p>
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<p>Pearson correlation coefficients for 14 pre-selected parameters. The size of the circle represents the magnitude of the correlation.</p>
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<p>Comparison of the observations and predictions made by the RF model for (<b>a</b>) TN and (<b>b</b>) TP; RF variable importance of (<b>c</b>) TN and (<b>d</b>) TP.</p>
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<p>Generalized PDPs for the primary controlling factors of TN.</p>
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<p>Generalized PDPs for the primary controlling factors of TP.</p>
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