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Hydrology, Volume 11, Issue 6 (June 2024) – 15 articles

Cover Story (view full-size image): Inflow and outflow from a natural wetland receiving drainage from an urbanized catchment was evaluated over a two-year period for phosphate and E. coli concentrations and physicochemical analyses. The wetland reduced phosphate and E. coli loadings by 85% and 57%, respectively, and was most effective during the warmer growing season when evapotranspiration was greatest. Inflow infiltrated the wetland soil and concentrations of E. coli and phosphate sampled from multi-depth piezometers decreased with depth. While the wetland was providing ecosystem services, severe erosion near the wetland outlets may drain the wetland and lessen the nutrient and bacteria treatment efficiency. Efforts to slow runoff and stabilize the outlets are needed. View this paper
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20 pages, 3414 KiB  
Article
Estimating Drainage from Forest Water Reclamation Facilities Based on Drain Gauge Measurements
by Madeline Schwarzbach, Erin S. Brooks, Robert Heinse, Eureka Joshi and Mark D. Coleman
Hydrology 2024, 11(6), 87; https://doi.org/10.3390/hydrology11060087 - 20 Jun 2024
Cited by 1 | Viewed by 1058
Abstract
A growing human population requires sustainable solutions to regulate and dispose of municipal wastewater. Water treatment facilities in northern Idaho are permitted to apply reclaimed wastewater to forest land during the growing season at specified monthly hydraulic loading rates. We assessed the spatial [...] Read more.
A growing human population requires sustainable solutions to regulate and dispose of municipal wastewater. Water treatment facilities in northern Idaho are permitted to apply reclaimed wastewater to forest land during the growing season at specified monthly hydraulic loading rates. We assessed the spatial and temporal variability of drainage below the rooting zone between non-irrigated (control) and irrigated (effluent) stands during the growing and dormant seasons in 2021. No drainage was observed during the two months of annual seasonal drought, but large magnitudes of drainage were recorded during the dormant season (38–94 cm), which was consistent with seasonal precipitation. The overall effect of effluent treatment on the drain gauge measurements did not differ from the controls, as effluent only increased the drainage at some facilities. The measured drainage averaged from 35 to 62 cm among facilities. We then used the drainage measurements to calibrate hydrological models (Hydrus-1D and Water Erosion Prediction Project [WEPP]) and predict the drainage in 50 measurement plots distributed evenly among five forest water reclamation facilities. As with the observed drainage, there were no statistically significant growing season differences in the predicted monthly drainage during the growing season between the effluent and control plots, suggesting the successful use of hydrologic models to support the measured drainage findings. While both models struggled to accurately predict the quantity of drainage during the dormant season, they both successfully predicted that drainage would continue through May. WEPP also successfully predicted that the treated plots began to drain in September and October following late-season irrigation at some facilities. The models showed that the prescribed crop coefficient used by the Idaho Department of Environmental Quality was adequate in avoiding drainage during the peak summer months. Full article
(This article belongs to the Section Water Resources and Risk Management)
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<p>Map of the five wastewater facilities involved in study. They are located near Lake Pend Oreille and Lake Coeur d’Alene, which are shaded.</p>
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<p>Diagram of a passive-wick drain gauge and its components. Two types of passive-wick drain gauges were installed: one was commercially built (G3 drain gauge, METER Group, Pullman, WA, USA) and one was “handmade” [<a href="#B26-hydrology-11-00087" class="html-bibr">26</a>].</p>
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<p>Total monthly rates of precipitation, irrigation water requirements (IWR), crop evapotranspiration (ET), and applied irrigation at each facility in 2021. Precipitation data gathered from PRISM, ET (alfalfa evapotranspiration rate × 0.7 crop coefficient) data gathered from AgriMet, and IWR and irrigation data gathered from IDEQ annual reports.</p>
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<p>The total daily difference in observed and predicted drainage during the growing season for all drain gauge plots using Hydrus-1D. The top heatmap compared drainage predicted with the single-porosity van Genuchten–Mualem model to observed daily drainage, and the bottom heatmap compared drainage predicted with the Durner dual-porosity model to observed daily drainage. Root water uptake was excluded from these model predictions.</p>
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<p>Observed and predicted values of monthly drainage during the growing season (April through October) at all drain gauge plots except for two effluent irrigated drain gauge plots at Cave Bay. Root water uptake was excluded from fine-tuned model predictions. Points are predicted drainage and dotted lines are best fit regression lines. Blue represents Hydrus-1D and red represents WEPP. Solid gray line is 1:1 line.</p>
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<p>Predicted monthly drainage (cm) from Hydrus-1D-simulated runs averaged by facility. Error bars are standard errors. Mean separation letters indicate significant differences of predicted drainage between facilities within each month at α = 0.10. Root water uptake was included in simulated model predictions (<a href="#app1-hydrology-11-00087" class="html-app">Table S7</a>).</p>
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<p>Predicted monthly drainage (cm) from WEPP-simulated runs averaged by facility. Error bars are standard errors. Columns having the same letters are not significantly different among facilities within each month at α = 0.10. Root water uptake was included in simulated model predictions (<a href="#app1-hydrology-11-00087" class="html-app">Table S8</a>).</p>
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17 pages, 5037 KiB  
Article
Modeling the Impacts of Sea Level Rise Scenarios on the Amazon River Estuary
by Jonathan Luz P. Crizanto, Carlos Henrique M. de Abreu, Everaldo B. de Souza and Alan C. da Cunha
Hydrology 2024, 11(6), 86; https://doi.org/10.3390/hydrology11060086 - 20 Jun 2024
Viewed by 1019
Abstract
The rise in the global mean sea level (MSL) is a significant consequence of climate change, attributed to both natural and anthropogenic forces. This phenomenon directly affects the dynamic equilibrium of Earth’s oceanic and estuarine ecosystems, particularly impacting the Amazon estuary. In this [...] Read more.
The rise in the global mean sea level (MSL) is a significant consequence of climate change, attributed to both natural and anthropogenic forces. This phenomenon directly affects the dynamic equilibrium of Earth’s oceanic and estuarine ecosystems, particularly impacting the Amazon estuary. In this study, a numerical model was employed to investigate the long-term impacts of MSL fluctuations on key hydrodynamic parameters crucial to regional environmental dynamics. Our investigation was based on scenarios derived from Representative Concentration Pathways (RCPs) and Coupled Model Intercomparison Project Phase 5 (CMIP5) projections, incorporating MSL variations ranging from 30 to 150 cm above the current mean level. Following careful calibration and validation procedures, which utilized observational and in situ data, notably from field expeditions conducted in 2019, our simulations unveiled significant impacts on certain hydrodynamic parameters. Specifically, we observed a pronounced increase in diurnal tidal amplitude (p < 0.05) within the upstream sections of the North and South channels. Additionally, discernible alterations in water renewal rates throughout the estuary were noted, persisting for approximately 2 days during the dry season (p < 0.05). These findings provide valuable insights into the vulnerability of key parameters to hydrologic instability within the Amazonian coastal region. In conclusion, this study represents a pivotal scientific endeavor aimed at enhancing the preservation of aquatic ecosystems and advancing the environmental knowledge of the Lower Amazon River, with the goal of proactively informing measures to safeguard the current and future sustainability of these vital ecosystems. Full article
(This article belongs to the Special Issue Climate Change Effects on Coastal Management)
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<p>Study area and numerical mesh overlaid on the bathymetric map (shaded) of the Amazon River estuary. The red triangles indicate the tide-monitoring gauges along the coastal region.</p>
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<p>Flow hydrograph for the year 2019 of the Amazon River, its two main tributaries and the Pará River.</p>
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<p>Time series of tide elevation for the CS tide-monitoring gauge in the north channel (black lines) and simulations (red line) during the 2019 wet and dry regimes.</p>
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<p>Diurnal variations of river discharge in the north channel in front of Macapá city represented by data from a field campaign and simulations for the 2019 wet (10th April) and dry (12th November) regimes. The statistical test results are highlighted in each period.</p>
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<p>Diurnal variation of the tidal amplitude in the Amazon River estuary in the wet and dry regimes considering different SLR projections (colored lines) compared with the current data (black line) at the tide-monitoring gauges CS in the north channel (top) and CV in the south channel (bottom).</p>
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<p>Variations in water renewal rate (RT) in the Amazon River estuary for the wet (in blue) and dry (in red) periods. Arrows indicate the direction of change in both seasonal periods.</p>
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<p>Water age (days) spatial patterns in the Amazon River estuary for the high flow during the wet regime (<b>left</b>) and for the low flow during the dry (<b>right</b>) regime. Black lines represent the current scenario, and red dashed lines represent the SLR150 scenario.</p>
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<p>Schematic diagram of the first-, second- and third-order impacts of sea level rise on the hydrodynamic patterns in the low Amazon estuary, including systemic consequences for the environment and society.</p>
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13 pages, 5994 KiB  
Article
Water Uptake by Mountain Big Sagebrush (Artemisia tridentata subsp. vaseyana) and Environmental Variables Affecting Water Availability in Semiarid Rangeland Ecosystems
by Carlos G. Ochoa, Mohamed A. B. Abdallah and Daniel G. Gómez
Hydrology 2024, 11(6), 85; https://doi.org/10.3390/hydrology11060085 - 19 Jun 2024
Viewed by 880
Abstract
The sagebrush steppe ecosystem plays a critical role in water cycling in arid and semiarid landscapes of the western United States; yet, there is limited information regarding individual sagebrush plant water uptake. We used the stem heat balance (SHB) method to measure transpiration [...] Read more.
The sagebrush steppe ecosystem plays a critical role in water cycling in arid and semiarid landscapes of the western United States; yet, there is limited information regarding individual sagebrush plant water uptake. We used the stem heat balance (SHB) method to measure transpiration in mountain big sagebrush (Artemisia tridentata subsp. vaseyana) plants in a semiarid rangeland ecosystem in central Oregon, Pacific Northwest Region, USA. We evaluated the relationship between sagebrush transpiration and environmental factors from July 2022 to May 2023 for two individual plants representative of the average sagebrush stand height and crown width at the study site; transpiration rates varied by plant and by season. This study encompassed one below-average (2022; 278 mm) and one above-average (2023; 414 mm) precipitation years. Study results showed that the average water use during the entire period of study was 2.1 L d−1 for Plant 1 and 5.0 L d−1 for Plant 2. During the dry year, maximum transpiration was observed during the summer (Plant 1 = 4.8 L d−1; Plant 2 = 11.1 L d−1). For the wet year, both plants showed maximum transpiration levels at the end of the recording period in mid-May (Plant 1 = 9.6 L d−1; Plant 2 = 8.6 L d−1). The highest seasonal transpiration of both plants occurred in summer (2.87 L d−1), whereas the lowest transpiration was obtained in winter (0.21 L d−1). For all seasons but winter, soil moisture (SM), soil temperature (ST), and vapor pressure deficit (VPD) variables generally showed positive correlations with transpiration. Transpiration rates decreased in the summer of 2022 as the surface soil gradually dried. The two plants’ most significant water uptake differences were obtained during the dry year. It is possible that the larger stem diameter of plant 2 may have contributed to its higher transpiration rates during times of limited water availability. The study results add to the understanding of water use by sagebrush and its potential impact on the water balance of cool-climate rangeland ecosystems. The findings also highlight the sensitivity of sagebrush to variations in seasonal soil moisture availability, soil temperature, and vapor pressure deficit. Future research should involve studying the combined effects of water use by various dominant vegetation species and its effects on the water budget at the watershed scale. Full article
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<p>The location of the study site in Crook County, central Oregon, is indicated in the outline map (not to scale) of the state of Oregon, USA. Images taken in 2023 show the distribution of sagebrush throughout the study site. In (<b>a</b>), sagebrush now occupies the landscape where juniper trees were removed in 2005. The study site’s monitoring station for soil moisture, temperature, precipitation, and plant transpiration variables is shown in (<b>b</b>). The presence of sagebrush plants next to the stream near the monitoring station is illustrated in (<b>c</b>). The depth of the root zone for a 1.2 m tall sagebrush plant at the study site is shown in (<b>d</b>).</p>
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<p>Diurnal courses of normalized soil moisture and soil temperature averaged over the upper 0.8 m soil profile (<span class="html-italic">SM<sub>tot</sub></span> and <span class="html-italic">ST<sub>tot</sub></span>, respectively), vapor pressure deficit (<span class="html-italic">VPD</span>), and branch-level transpiration (from sap flux) for sagebrush plants for the average environmental condition of summer 2022, autumn 2022, winter 2023, and spring 2023.</p>
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<p>Daily fluctuation of several environmental variables and sagebrush transpiration rates measured for 2022 and 2023. Environmental variables are precipitation (<span class="html-italic">Pr</span>), solar radiation (<span class="html-italic">SR</span>), vapor pressure deficit (<span class="html-italic">VPD</span>), and soil moisture (<span class="html-italic">SM</span>) and soil temperature (<span class="html-italic">ST</span>) at different soil depths (0.2, 0.5, and 0.8 m).</p>
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<p>Relationships of transpiration to soil moisture (<b>a</b>–<b>d</b>) and soil temperature (<b>e</b>–<b>h</b>) at various depths, and vapor pressure deficit, <span class="html-italic">VPD</span> (<b>i</b>–<b>l</b>), in summer 2022, autumn 2022, winter 2023, and spring 2023.</p>
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18 pages, 9999 KiB  
Article
Assessment and Mitigation of Groundwater Contamination from Phosphate Mining in Tunisia: Geochemical and Radiological Analysis
by Younes Hamed, Matteo Gentilucci, Naziha Mokadem, Rayan Khalil, Yosra Ayadi, Riheb Hadji and Elimame Elaloui
Hydrology 2024, 11(6), 84; https://doi.org/10.3390/hydrology11060084 - 17 Jun 2024
Cited by 2 | Viewed by 1481
Abstract
Groundwater contamination in the Mediterranean Basin is a severe problem that has a significant impact on environmental ecosystems and human health. The unconventional uranium and the potentially toxic elements (PTEs) of phosphate rocks are the principal contaminants in the phosphate mining industry in [...] Read more.
Groundwater contamination in the Mediterranean Basin is a severe problem that has a significant impact on environmental ecosystems and human health. The unconventional uranium and the potentially toxic elements (PTEs) of phosphate rocks are the principal contaminants in the phosphate mining industry in Tunisia. Phosphogypsum (PG) results from the valorization of phosphate to fertilizers and phosphoric acid. PG stocks can be used in cement production, brick manufacturing, and soil amendments in desertic land, and can be resolved by using nanomaterial adsorbents. In the flat area of the study area, the increase in radioactivity (40K) is due to abusive fertilizer use. Geochemical and radiological analyses in the northern part of Tunisia and its karst shallow aquifer indicate significant contamination levels. The northern part exhibits moderate contamination, whereas the karst shallow aquifer shows higher contamination levels, particularly with elevated nitrate concentrations. In the phosphate basin, both washing phosphate and phosphogypsum reveal high levels of radioactive elements, with the latter showing especially high concentrations of radium. The shallow aquifer in this region has moderate contamination levels, while the deep geothermal aquifer also shows noticeable contamination but to a lesser degree compared to the shallow aquifer. The shallow groundwater is characterized by a higher value of radioactivity than the groundwater due to the contamination impact from the phosphate industry and the cumulative radioactivity disintegration. Finally, the nanoparticles and the electrostatic adsorption can decrease the PTEs and radionuclides from the contaminated water in the study area. Moreover, other key issues for advancing research on groundwater contamination are proposed in this study. It is time to valorize this PG and the other mines of (Fe, Pb, and Zn) in the socioeconomic sector in Tunisia and to minimize the environmental impact of the industrial sector’s extraction on groundwater and human health in the study area. Full article
(This article belongs to the Special Issue Novel Approaches in Contaminant Hydrology and Groundwater Remediation)
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<p>Geographic location of the study area.</p>
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<p>A mathematical conceptual model showing the hydrodynamic of the multi-aquifer system in the southern part of the study area.</p>
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<p>The origin of groundwater contamination in southwestern Tunisia (<b>a</b>) in the wadi; (<b>b</b>) in the Sebkha.</p>
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<p>(<b>a</b>) Model of radionuclide propagation through groundwater transfer in southwestern Tunisia. (<b>b</b>) The conceptual model shows the dam surface water and karst groundwater contamination in northern Tunisia. (<b>c</b>) The conceptual model shows the dam surface water and karst groundwater contamination in northern Tunisia [<a href="#B12-hydrology-11-00084" class="html-bibr">12</a>].</p>
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<p>(<b>a</b>–<b>c</b>) Human health contamination vs. sex and age. (<b>d</b>) The different types of cancer in the study area.</p>
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<p>Natural and anthropogenic radioactivity impacts on human health in the study area.</p>
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<p>Model of radionuclide propagation via air, soil, and groundwater transfer in the phosphate industry basin.</p>
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18 pages, 12564 KiB  
Article
Climate Change Projections of Potential Evapotranspiration for the North American Monsoon Region
by Eylon Shamir, Lourdes Mendoza Fierro, Sahar Mohsenzadeh Karimi, Norman Pelak, Emilie Tarouilly, Hsin-I Chang and Christopher L. Castro
Hydrology 2024, 11(6), 83; https://doi.org/10.3390/hydrology11060083 - 14 Jun 2024
Cited by 1 | Viewed by 2428
Abstract
We assessed and quantified future projected changes in terrestrial evaporative demand by calculating Potential Evapotranspiration (PET) for the North American Monsoon region in the Southwestern U.S. and Mexico. The PET projections were calculated using the daily Penman–Monteith equation. The terrestrial meteorological variables needed [...] Read more.
We assessed and quantified future projected changes in terrestrial evaporative demand by calculating Potential Evapotranspiration (PET) for the North American Monsoon region in the Southwestern U.S. and Mexico. The PET projections were calculated using the daily Penman–Monteith equation. The terrestrial meteorological variables needed for the equation (i.e., minimum and maximum daily temperature, specific humidity, wind speed, incoming shortwave radiation, and pressure) were obtained from the North American–CORDEX initiative. We used dynamically downscaled projections of three CMIP5 GCMs for RCP8.5 emission scenarios (i.e., HadGEM2-ES, MPI-ESM-LR, and GFDL-ESM2M), and each was dynamically downscaled to ~25 km by two RCMs (i.e., WRF and regCM4). All terrestrial annual PET projections showed a statistically significant increase when comparing the historical period (1986–2005) to future projections (2020–2039 and 2040–2059). The regional spatial average of the six GCM-RCM combinations projected an increase in the annual PET of about +4% and +8% for 2020–2039 and 2040–2059, respectively. The projected average 20-year annual changes over the study area range for the two projection periods were +1.4%–+8.7% and +3%–+14.2%, respectively. The projected annual PET increase trends are consistent across the entire region and for the six GCM-RCM combinations. Higher annual changes are projected in the northeast part of the region, while smaller changes are projected along the pacific coast. The main drivers for the increase are the projected warming and increase in the vapor pressure deficit. The projected changes in PET, which represent the changes in the atmospheric evaporative demand, are substantial and likely to impact vegetation and the hydrometeorological regime in the area. Quantitative assessments of the projected PET changes provided by this study should be considered in upcoming studies to develop resilience plans and adaptation strategies for mitigating the projected future changes. Full article
(This article belongs to the Special Issue Advances in Evaporation and Evaporative Demand: Part II)
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<p>Annual 1986–2005 average PET calculated from the monthly data of the TerraClimate dataset.</p>
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<p>Maximum (<b>a</b>), minimum (<b>b</b>), and difference between maximum and minimum (<b>c</b>) of 1986–2005 average annual PET from TerraClimate.</p>
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<p>Annual averages (1986–2005) for precipitation (<b>a</b>), maximum (<b>b</b>) and minimum (<b>c</b>) daily temperature, daily incoming solar radiation (<b>d</b>), wind speed (<b>e</b>), and vapor pressure deficit (<b>f</b>) from TerraClimate.</p>
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<p>Projected annual changes in PET for the NAM region from 1986–2005 to 2020–2039 (<b>a</b>) and 1986–2005 to 2040–2059 (<b>b</b>). The upper plots are the 20-year average annual percent changes projected by the six NA-CORDEX climate models. The lower plots (<b>c</b>,<b>d</b>) are the number of models (out of six) that yielded a significant difference in the annual PET between the historical period and the future projections using a KS test (alpha = 0.05).</p>
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<p>Areal statistics of the projected annual PET expressed as the range of change between the 95th and 5th percentiles as projected for 2020–2039 (<b>a</b>) and 2040–2059 (<b>b</b>).</p>
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<p>The annual PET changes as a function of elevation (<b>a</b>) and average simulated historical annual PET (<b>b</b>).</p>
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<p>Average projected annual change in PET (%) for the six GCM-RCM combinations for 2020–2039.</p>
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<p>As in <a href="#hydrology-11-00083-f007" class="html-fig">Figure 7</a> but for 2040–2059.</p>
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<p>Annual projected changes in the six-model average for the terrestrial variables used as inputs for the PET equation for 2020–2039 (<b>left</b>) and 2040–2060 (<b>right</b>).</p>
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<p>Sensitivity of vapor pressure deficit (VPD) to changes in temperature and specific humidity.</p>
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<p>Historical (1986–2005) monthly average PET (mm/month) as calculated from the TerraClimate terrestrial meteorological variables.</p>
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<p>Average monthly changes in PET projected for 2020–2039.</p>
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<p>As in <a href="#hydrology-11-00083-f012" class="html-fig">Figure 12</a> but projected for 2040–2059.</p>
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18 pages, 6222 KiB  
Article
Anthropogenic Activity in the Topo-Climatic Interaction of the Tapajós River Basin, in the Brazilian Amazon
by Vânia dos Santos Franco, Aline Maria Meiguins de Lima, Rodrigo Rafael Souza de Oliveira, Everaldo Barreiros de Souza, Giordani Rafael Conceição Sodré, Diogo Correa Santos, Marcos Adami, Edivaldo Afonso de Oliveira Serrão and Thaiane Soeiro da Silva Dias
Hydrology 2024, 11(6), 82; https://doi.org/10.3390/hydrology11060082 - 13 Jun 2024
Viewed by 938
Abstract
This research aimed to analyze the relationship between deforestation (DFT) and climatic variables during the rainy (CHU+) and less-rainy (CHU−) seasons in the Tapajós River basin. Data were sourced from multiple institutions, including the Climatic Research Unit (CRU), Center for Weather Forecasts and [...] Read more.
This research aimed to analyze the relationship between deforestation (DFT) and climatic variables during the rainy (CHU+) and less-rainy (CHU−) seasons in the Tapajós River basin. Data were sourced from multiple institutions, including the Climatic Research Unit (CRU), Center for Weather Forecasts and Climate Studies (CPTEC), PRODES Program (Monitoring of Brazilian Amazon Deforestation Project), National Water Agency (ANA) and National Centers for Environmental Prediction/National Oceanic and Atmospheric Administration (NCEP/NOAA). The study assessed anomalies (ANOM) in maximum temperature (TMAX), minimum temperature (TMIN) and precipitation (PREC) over three years without the occurrence of the El Niño–Southern Oscillation (ENSO) atmospheric–oceanic phenomenon. It also examined areas with higher DFT density using the Kernel methodology and analyzed the correlation between DFT and climatic variables. Additionally, it assessed trends using the Mann–Kendall technique for both climatic and environmental data. The results revealed significant ANOM in TEMP and PREC. In PREC, the highest values of ANOM were negative in CHU+. Regarding temperature, the most significant values were positive ANOM in the south, southwest and northwestern regions of the basin. Concerning DFT density, data showed that the highest concentration was of medium density, primarily along the highways. The most significant correlations were found between DFT and TEMP during the CHU− season in the Middle and Lower Tapajós sub-basins, regions where the forest still exhibits more preserved characteristics. Furthermore, the study identified a positive trend in TEMP and a negative trend in PREC. Full article
(This article belongs to the Special Issue Trends and Variations in Hydroclimatic Variables)
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<p>(<b>A</b>) Location of the Tapajós River basin in South America and (<b>B</b>) states of the Brazilian Amazon that make up the basin.</p>
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<p>(<b>A</b>) Position of the squares in the regions of the Tapajós River basin and (<b>B</b>) deforested area in the three sub-basins: Lower, Middle and Upper Tapajós.</p>
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<p>Average annual and seasonal values (CHU+ and CHU−) of PREC (2000 to 2018): (<b>A</b>) PREC annual, (<b>B</b>) CHU+ season and (<b>C</b>) CHU− season, respectively.</p>
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<p>Average annual and seasonal (CHU+ and CHU−) TMAX values (2000 to 2018): (<b>A</b>) TEMP annual, (<b>B</b>) CHU+ season and (<b>C</b>) CHU− season, respectively.</p>
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<p>Average annual and seasonal (CHU+ and CHU−) TMIN values (2000 to 2018): (<b>A</b>) TEMP annual, (<b>B</b>) CHU+ season and (<b>C</b>) CHU− season, respectively.</p>
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<p>Maximum temperature seasonal anomaly for CHU+ (November to April) and CHU− (May to September) stations: (<b>a</b>–<b>c</b>) correspond to the CHU+ season of 2011–12, 2014–15 and 2016–17 and (<b>d</b>–<b>f</b>) correspond to the CHU− season of 2012, 2015 and 2017, respectively.</p>
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<p>Minimum temperature seasonal anomaly for CHU+ (November to April) and CHU− (May to September) stations. (<b>a</b>–<b>c</b>) correspond to the CHU+ seasons of 2011–12, 2014–15 and 2016–17 and (<b>d</b>–<b>f</b>) correspond to the CHU− seasons of 2012, 2015 and 2017, respectively.</p>
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<p>Precipitation seasonal anomaly for CHU+ (November to April) and CHU− (May to September) stations. (<b>a</b>–<b>c</b>) correspond to the CHU+ seasons of 2011–12, 2014–15 and 2016–17 and (<b>d</b>–<b>f</b>) correspond to the CHU− seasons of 2012, 2015 and 2017, respectively.</p>
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<p>DFT density in the Tapajós River basin for the years 2010, 2013 and 2015.</p>
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21 pages, 11489 KiB  
Article
Prioritization of Hydrological Restoration Areas Using AHP and GIS in Dulcepamba River Basin in Bolivar–Ecuador
by Eddy Fernando Sanchez and Cesar Ivan Alvarez
Hydrology 2024, 11(6), 81; https://doi.org/10.3390/hydrology11060081 - 12 Jun 2024
Cited by 3 | Viewed by 1162
Abstract
In this study, we performed a preliminary soil analysis and collected environmental data for the Dulcepamba River Basin in Bolivar–Ecuador, before carrying out its hydrological restoration (HR). A geographic information system (GIS) and the multicriterion Analytical Hierarchy Process (AHP) decision-making method were used. [...] Read more.
In this study, we performed a preliminary soil analysis and collected environmental data for the Dulcepamba River Basin in Bolivar–Ecuador, before carrying out its hydrological restoration (HR). A geographic information system (GIS) and the multicriterion Analytical Hierarchy Process (AHP) decision-making method were used. The comprehensive evaluation included morphological aspects, soil properties, climatic conditions, vegetation, and land use. The terrain conditions were investigated using indicators such as the flow capacity, topographic moisture, soil resistance, sediment transport, current density, curve number, NDVI, precipitation, and distance to rivers. The results and analysis are presented in a series of maps, which establish a starting point for the HR of the Dulcepamba watershed. The key factors for assessing soil degradation in the watershed include land use, vegetation cover, sedimentation, humidity, and precipitation. Of the studied territory, 10.7 do not require HR, while 20.28% demand HR in the long term. In addition, 30.67% require HR in the short term, and 33.35% require HR immediately. Based on the findings, it is suggested that authorities consider the environmental remediation of the watershed and propose various HR measures. This analytical approach could prove valuable as a tool for the environmental restoration of watersheds in Ecuador. Full article
(This article belongs to the Topic Hydrology and Water Resources Management)
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<p>Dulcepamba River catchment area (coordinate system: Datum WGS 84—Projection UTM Zone 17 S) [<a href="#B25-hydrology-11-00081" class="html-bibr">25</a>].</p>
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<p>Digital elevation model (DEM) (10 m pixel) and topographic relief.</p>
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<p>Monthly rainfall in the Dulcepamba Basin.</p>
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<p>Data entry, methodology, and results of the survey.</p>
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<p>Maps: (<b>a</b>) Stream Power Index; (<b>b</b>) Topographic Wetness Index; (<b>c</b>) Topographic Roughness Index; (<b>d</b>) Sediment Transport Index; (<b>e</b>) Stream Density Index; (<b>f</b>) Curve Number Index; (<b>g</b>) River Distance Index; (<b>h</b>) NDVI; (<b>i</b>) Rainfall Index.</p>
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<p>Maps: (<b>a</b>) Stream Power Index; (<b>b</b>) Topographic Wetness Index; (<b>c</b>) Topographic Roughness Index; (<b>d</b>) Sediment Transport Index; (<b>e</b>) Stream Density Index; (<b>f</b>) Curve Number Index; (<b>g</b>) River Distance Index; (<b>h</b>) NDVI; (<b>i</b>) Rainfall Index.</p>
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<p>Maps: (<b>a</b>) Stream Power Index; (<b>b</b>) Topographic Wetness Index; (<b>c</b>) Topographic Roughness Index; (<b>d</b>) Sediment Transport Index; (<b>e</b>) Stream Density Index; (<b>f</b>) Curve Number Index; (<b>g</b>) River Distance Index; (<b>h</b>) NDVI; (<b>i</b>) Rainfall Index.</p>
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<p>Overall contributions of HR parameters.</p>
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<p>Prioritized HR areas from 1 to 5 (from low to very high).</p>
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13 pages, 1217 KiB  
Article
The Use of Unmanned Aerial Systems for River Monitoring: A Bibliometric Analysis Covering the Last 25 Years
by Alonso Pizarro, Desirée Valera-Gran, Eva-María Navarrete-Muñoz and Silvano Fortunato Dal Sasso
Hydrology 2024, 11(6), 80; https://doi.org/10.3390/hydrology11060080 - 7 Jun 2024
Cited by 1 | Viewed by 1285
Abstract
Cutting-edge technology for fluvial monitoring has revolutionised the field, enabling more comprehensive data collection, analysis, and interpretation. Traditional monitoring methods were limited in their spatial and temporal resolutions, but advancements in remote sensing, unmanned aerial systems (UASs), and other innovative technologies have significantly [...] Read more.
Cutting-edge technology for fluvial monitoring has revolutionised the field, enabling more comprehensive data collection, analysis, and interpretation. Traditional monitoring methods were limited in their spatial and temporal resolutions, but advancements in remote sensing, unmanned aerial systems (UASs), and other innovative technologies have significantly enhanced the fluvial monitoring capabilities. UASs equipped with advanced sensors enable detailed and precise fluvial monitoring by capturing high-resolution topographic data, generate accurate digital elevation models, and provide imagery of river channels, banks, and riparian zones. These data enable the identification of erosion and deposition patterns, the quantification of sediment transport, the evaluation of habitat quality, and the monitoring of river flows. The latter allows us to understand the dynamics of rivers during various hydrological events, including floods, droughts, and seasonal variations. This manuscript aims to provide an update on the main research themes and topics in the literature on the use of UASs for river monitoring. The latter is achieved through a bibliometric analysis of the publication trends and identifies the field’s key themes and collaborative networks. The bibliometric analysis shows trends in the number of publications, number of citations, top contributing countries, top publishing journals, top contributing institutions, and top authors. A total of 1085 publications on UAS monitoring in rivers are identified, published between 1999 and 2023, showing a steady annual growth rate of 24.44%. Bibliographic records are exported from the Web of Science (WoS) database using a comprehensive set of keywords. The bibliometric analysis of the raw data obtained from the WoS database is performed using the R software. The results highlight important trends and valuable insights related to the use of UASs in river monitoring, particularly in the last decade. The most frequently used author keywords outline the core themes of UASs monitoring research and highlight the interdisciplinary nature and collaborative efforts within the field. “River”, “topography”, “photogrammetry”, and “Structure-from-Motion” are the core themes of UASs monitoring research. These findings can guide future research and promote new interdisciplinary collaborations. Full article
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<p>Annual scientific production of UAS monitoring in rivers during the last 25 years.</p>
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<p>Geographical distribution map of countries’ scientific production in publishing papers on UAS monitoring in rivers, and country collaboration network map (brown lines) from 1999 to 2023. Darker blue colour means more scientific production.</p>
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<p>Network map of the 50 most frequently used author keywords in documents on UAS monitoring in rivers from 1999 to 2023. Different colours represent different clusters. The size of the box (and the keyword in question) represents the number of times that the keyword appeared within the database.</p>
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15 pages, 2764 KiB  
Article
Comparative Study of Low Flow Frequency Analysis Using Bivariate Copula Model at Soyanggang Dam and Chungju Dam
by Jiyoung Sung and Boosik Kang
Hydrology 2024, 11(6), 79; https://doi.org/10.3390/hydrology11060079 - 31 May 2024
Viewed by 809
Abstract
A univariate analysis that relies solely on precipitation data in low flow frequency analysis is a technique to express meteorological drought, so it is limited to analyzing the characteristics of hydrological drought related to available water resources. In addition, if the data for [...] Read more.
A univariate analysis that relies solely on precipitation data in low flow frequency analysis is a technique to express meteorological drought, so it is limited to analyzing the characteristics of hydrological drought related to available water resources. In addition, if the data for the model calibration are insufficient, the uncertainty of a single variable limits the construction of a reliable model. To improve this problem, a frequency analysis was performed by constructing a bivariate copula model as a multivariate model with a high correlation between variables targeting reservoir inflows. The methodology utilizes the theory of runs to identify low flow events, establishing a threshold based on the mandatory regional water supply plan, and determining the low flow duration and cumulative water deficit. The Gumbel copula function, effective in capturing correlations between hydrological variables, was applied to derive a joint bivariate probability distribution, facilitating the calculation of combined low flow event return periods. This study compared low flow frequencies at Soyanggang dam (’74–’22) and Chungju dam (’86–’22), which are in the same Han River basin but have different capacities and water demands, using a bivariate copula model. The top four extreme low flow events for the two adjacent dam basins did not occur in the same year and, in the years of the extreme low flow events at one of the two dam basins, there was an insignificant magnitude at the remaining dam basin. This result is noteworthy because it shows that the possibility of extreme low flow events appearing simultaneously in both watersheds is not as high as expected. The operational efficiency can be improved by setting the coordinated operation rules of the two reservoirs using the copula dependency structure. Full article
(This article belongs to the Topic Hydrology and Water Resources Management)
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<p>Basin map for Soyanggang dam and Chungju dam.</p>
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<p>Procedure for the copula low flow frequency analysis.</p>
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<p>Conceptual diagram of the runs theory and its actual application [<a href="#B11-hydrology-11-00079" class="html-bibr">11</a>]. (<b>a</b>) Conceptual diagram. (<b>b</b>) Duration and cumulative water deficit in actual time-series data.</p>
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<p>Conceptual diagram of the runs theory and its actual application [<a href="#B11-hydrology-11-00079" class="html-bibr">11</a>]. (<b>a</b>) Conceptual diagram. (<b>b</b>) Duration and cumulative water deficit in actual time-series data.</p>
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<p>The derived normal distribution and the histogram. (<b>a</b>) Duration for the Soyanggang dam. (<b>b</b>) Cumulative water deficit for the Soyanggang dam. (<b>c</b>) Duration for the Chungju dam. (<b>d</b>) Cumulative water deficit of the Chungju dam.</p>
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<p>Correlation between duration and cumulative water deficit for Soyanggang and Chungju dams. (<b>a</b>) Soyanggang dam. (<b>b</b>) Chungju dam.</p>
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<p>SDF curves for the Soyanggang and Chungju dam basins. (<b>a</b>) Soyanggang dam. (<b>b</b>) Chungju dam.</p>
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35 pages, 3112 KiB  
Article
Land-Use–Land Cover Changes in the Urban River’s Buffer Zone and Variability of Discharge, Water, and Sediment Quality—A Case of Urban Catchment of the Ngerengere River in Tanzania
by Silaji S. Mbonaga, Amina A. Hamad and Stelyus L. Mkoma
Hydrology 2024, 11(6), 78; https://doi.org/10.3390/hydrology11060078 - 31 May 2024
Viewed by 1105
Abstract
The physical integrity of the Ngerengere River and its three tributaries drains within Morogoro Municipality were evaluated by assessing the variations in land-use–land cover (LULC) in the river’s buffer zone, the discharge, and the contamination of river water and sediment from nutrients and [...] Read more.
The physical integrity of the Ngerengere River and its three tributaries drains within Morogoro Municipality were evaluated by assessing the variations in land-use–land cover (LULC) in the river’s buffer zone, the discharge, and the contamination of river water and sediment from nutrients and heavy metals. Integrated geospatial techniques were used to classify the LULC in the river’s buffer zone. In contrast, the velocity area method and monitoring data from the Wami-Ruvu Basin were used for the discharge measurements. Furthermore, atomic absorption spectrophotometry was used during the laboratory analysis to determine the level of nutrients and heavy metals in the water and river sediment across the 13 sampling locations. The LULC assessment in the river’s buffer during the sampling year of 2023 showed that bare land and built-up areas dominate the river’s buffer, with a coverage of 28% and 38% of the area distribution. The higher discharge across the sampling stations was in the upstream reaches at 3.73 m3/s and 2.36 m3/s at the confluences. The highest concentrations of heavy metals in the water for the dry and wet seasons were 0.09 ± 0.01, 0.25 ± 0.01, 0.03 ± 0.02, 0.73 ± 0.04, 4.07 ± 0.08, and 3.07 ± 0.04 mg/L, respectively, for Pb, Cr, Cd, Cu, Zn, and Ni. The order of magnitude of the heavy metal concentration in the sediments was Zn > Ni > Cr > Cu > Cd > Pb, while the highest NO2, NO3, NH3, and PO43− in the water and sediment were 2.05 ± 0.01, 0.394 ± 0.527, 0.66 ± 0.05, and 0.63 ± 0.01 mg/L, and 2.64 ± 0.03, 0.63 ± 0.01, 2.36 ± 0.01, and 48.16 ± 0.01 mg/kg, respectively, across all sampling seasons. This study highlights the significant impact of urbanization on river integrity, revealing elevated levels of heavy metal contamination in both water and sediment, the variability of discharge, and alterations in the LULC in the rivers’ buffer. This study recommends the continuous monitoring of the river water quality and quantity of the urban rivers, and the overall land-use plans for conserving river ecosystems. Full article
(This article belongs to the Special Issue Advances in Catchments Hydrology and Sediment Dynamics)
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<p>Map showing the catchment boundary Morogoro Municipality at the bottom left and sampling stations at the Ngerengere River and its tributaries.</p>
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<p>Variation in the discharge in the dry and wet seasons across the sampling stations accounting for the year 2023 (Data on the average storage capacity at S2 (Mindu Dam), measured in cubic meters, were obtained from the Wami-Ruvu Basin Water Board).</p>
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<p>LULC in the buffer zone of the Ngerengere River and three tributaries for the study year 2023.</p>
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<p>Land-use and land cover (LULC) patterns observed in the riparian zone, located 60 m from the Ngerengere River and its tributaries from 2001 to 2021. (<b>a</b>): LULC classification for the year 2001; (<b>b</b>): LULC classification for the year 2011; (<b>c</b>): LULC classification for the year 2021.</p>
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<p>Heavy metal concentrations across the sampling stations in the wet (<b>left</b>) and dry seasons (<b>right</b>).</p>
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<p>Heavy metal concentrations in the sediments of the Ngerengere River and its tributaries in the dry season (<b>left</b>) and wet season (<b>right</b>).</p>
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<p>Concentrations of ammonia-nitrogen, nitrate nitrogen, nitrate nitrogen, and phosphate concentrations in river water for both the dry and wet seasons.</p>
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<p>Concentrations of ammonia-nitrogen, nitrate nitrogen, nitrate nitrogen, and phosphate concentrations in river sediment during the dry and wet seasons.</p>
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<p>Dendrogram of the 13 sampling stations for NO<sub>2</sub><b><sup>−</sup></b>, NO<sub>3</sub><b><sup>−</sup></b>, NH<sub>3</sub>, and PO<sub>4</sub><sup>3−</sup> in water (<b>a</b>) and sediment (<b>b</b>).</p>
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18 pages, 5743 KiB  
Article
Trend Analysis of Hydro-Meteorological Variables in the Wadi Ouahrane Basin, Algeria
by Mohammed Achite, Tommaso Caloiero, Andrzej Wałęga, Alessandro Ceppi and Abdelhak Bouharira
Hydrology 2024, 11(6), 77; https://doi.org/10.3390/hydrology11060077 - 31 May 2024
Viewed by 980
Abstract
In recent decades, a plethora of natural disasters, including floods, storms, heat waves, droughts, and various other weather-related events, have brought destruction worldwide. In particular, Algeria is facing several natural hydrometeorological and geological hazards. In this study, meteorological parameters (precipitation, temperature, relative humidity, [...] Read more.
In recent decades, a plethora of natural disasters, including floods, storms, heat waves, droughts, and various other weather-related events, have brought destruction worldwide. In particular, Algeria is facing several natural hydrometeorological and geological hazards. In this study, meteorological parameters (precipitation, temperature, relative humidity, wind speed, and sunshine) and runoff data were analyzed for the Wadi Ouahrane basin (northern Algeria), into which drains much of the surrounding agricultural land and is susceptible to floods. In particular, a trend analysis was performed using the Mann–Kendall (MK) test, the Sen’s slope estimator, and the Innovative Trend Analysis (ITA) method to detect possible trends in the time series over the period 1972/73–2017/2018. The results revealed significant trends in several hydro-meteorological variables. In particular, neither annual nor monthly precipitation showed a clear tendency, thus failing to indicate potential changes in the rainfall patterns. Temperature evidenced a warming trend, indicating a potential shift in the local climate, while streamflow revealed a decreasing trend, reflecting the complex interaction between precipitation and other hydrological factors. Full article
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<p>The Wadi Ouahrane basin.</p>
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<p>Results of the ITA methods applied to the annual values.</p>
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<p>Results of the ITA methods applied to the monthly rainfall values.</p>
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<p>Results of the ITA methods applied to the monthly streamflow values.</p>
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<p>Results of the ITA methods applied to the monthly minimum temperature values.</p>
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<p>Results of the ITA methods applied to the monthly maximum temperature values.</p>
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<p>Results of the ITA methods applied to the monthly average temperature values.</p>
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<p>Results of the ITA methods applied to the monthly relative humidity values.</p>
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<p>Results of the ITA methods applied to the monthly wind speed values.</p>
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<p>Results of the ITA methods applied to the monthly insolation values.</p>
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20 pages, 9443 KiB  
Article
Hydrogeochemical Characterization of an Intermontane Aquifer Contaminated with Arsenic and Fluoride via Clustering Analysis
by José Rafael Irigoyen-Campuzano, Diana Barraza-Barraza, Mélida Gutiérrez, Luis Arturo Torres-Castañón, Liliana Reynoso-Cuevas and María Teresa Alarcón-Herrera
Hydrology 2024, 11(6), 76; https://doi.org/10.3390/hydrology11060076 - 31 May 2024
Viewed by 927
Abstract
The controlling hydrogeochemical processes of an intermontane aquifer in central Mexico were identified through multivariate statistical analysis. Hierarchical cluster (HCA) and k-means clustering analyses were applied to Na+, K+, Ca2+, Mg2+, F, Cl [...] Read more.
The controlling hydrogeochemical processes of an intermontane aquifer in central Mexico were identified through multivariate statistical analysis. Hierarchical cluster (HCA) and k-means clustering analyses were applied to Na+, K+, Ca2+, Mg2+, F, Cl, SO42−, NO3, HCO3, As, pH and electrical conductivity in 40 groundwater samples collected from shallow and deep wells, where As and F are contaminants of concern. The effectiveness of each hierarchical and k-means clustering method in explaining solute concentrations within the aquifer and the co-occurrence of arsenic and fluoride was tested by comparing two datasets containing samples from 40 and 36 wells, the former including ionic balance outliers (>10%). When tested without outliers, cluster quality improved by about 5.4% for k-means and 7.3% for HCA, suggesting that HCA is more sensitive to ionic balance outliers. Both algorithms yielded similar clustering solutions in the outlier-free dataset, aligning with the k-means solution for all 40 samples, indicating that k-means was the more robust of the two methods. k-means clustering resolved fluoride and arsenic concentrations into four clusters (K1 to K4) based on variations in Na+, Ca2+, As, and F. Cluster K2 was a Na-HCO3 water type with high concentrations of As and F. Clusters K1, K3, and K4 exhibited a Ca-HCO3, Na-Ca-HCO3, and Ca-Na-HCO3 water types, respectively, with decreasing As and F concentrations following the order K2 > K3 > K1 > K4. The weathering of evaporites and silicates and Na-Ca ion exchange with clays were the main processes controlling groundwater geochemistry. The dissolution of felsic rocks present in the aquifer fill is a likely source of As and F, with evaporation acting as an important concentration factor. Full article
(This article belongs to the Topic Advances in Hydrogeological Research)
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<p>Study area, the main exploitation zone, in the eastern part of the Valle del Guadiana aquifer.</p>
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<p>Piper diagram of the 40 sampled sites. Red points were omitted in 30-sample subset.</p>
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<p>Principal component analysis validation for grouping tendency: (<b>a</b>) four groups were identified in the original 40-well dataset; (<b>b</b>) three groups were identified in the depurated 34-well dataset.</p>
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<p>Dendrogram of sampling sites constructed using Ward’s method and Euclidean distances.</p>
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<p>Clusters of sampling sites constructed using the k-means clustering algorithm. Concentration is expressed as the median value of the group.</p>
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<p>Piper diagram color-coded by cluster. (<b>left</b>): clusters from k-means algorithm; (<b>right</b>): clusters from hierarchical clustering algorithm. (Note 1: Cluster boundaries are arbitrarily drawn to highlight the difference in the clusterization pattern. Note 2: Group colors in this figure were assigned for clusters visualization).</p>
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<p>Comparative Stiff diagrams of the groups formed by the two algorithms tested with the depurated 34 well dataset (error in ionic balance &lt; 10%).</p>
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<p>Comparative Piper diagrams of the groups formed by k-means and HCA before and after the removal of ionic balance outliers (Note: Group colors in this figure were assigned for clusters visualization only).</p>
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<p>Graphic hydrogeochemical process assessment: (<b>a</b>–<b>d</b>) bivariate plots; (<b>e</b>,<b>f</b>) Na+-normalized plot for HCO<sub>3</sub><sup>−</sup>.</p>
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<p>Chloroalkaline indices of the 40 sampled wells.</p>
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<p>(<b>a</b>) Saturation indices for calcite and fluorite as a function of fluoride concentration; (<b>b</b>) saturation indices for calcite and fluorite classified by cluster.</p>
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<p>Effect of Na<sup>+</sup>/Ca<sup>2+</sup> ratio in fluoride concentration.</p>
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<p>Spatial distributions of arsenic (<b>left</b>) and fluoride (<b>right</b>) in Valle del Guadiana, May–June 2022.</p>
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22 pages, 15769 KiB  
Article
Evaluation of Gridded Rainfall Products in Three West African Basins
by Omar Goudiaby, Ansoumana Bodian, Alain Dezetter, Ibrahima Diouf and Andrew Ogilvie
Hydrology 2024, 11(6), 75; https://doi.org/10.3390/hydrology11060075 - 29 May 2024
Cited by 1 | Viewed by 1774
Abstract
In recent years, accessing rainfall data from ground observation networks maintained by national meteorological services in West Africa has become increasingly challenging. This is primarily due to high acquisition costs and the often sparse distribution of rainfall gauges across the region, which limits [...] Read more.
In recent years, accessing rainfall data from ground observation networks maintained by national meteorological services in West Africa has become increasingly challenging. This is primarily due to high acquisition costs and the often sparse distribution of rainfall gauges across the region, which limits their use in hydrological studies and related research. At the same time, the rising availability of precipitation products derived from satellite/earth observations, reanalysis datasets, and in situ measurements presents exciting prospects for hydrological applications. Nonetheless, these datasets constitute indirect measurements, necessitating rigorous validation against ground-based rainfall data. This study comprehensively assesses twenty-three gridded rainfall products, including sixteen from satellites, six from reanalysis data, and one from in situ measurements, across the Senegal, Gambia, and Casamance River basins. Performance evaluation is conducted across distinct climatic zones, both pre- and post-resampling against observed rainfall data gathered from forty-nine rainfall stations over a six-year period (2003–2008). Evaluation criteria include the Kling–Gupta Efficiency (KGE) and Percentage of Bias (PBIAS) metrics, assessed at daily, monthly, and seasonal time steps. The results reveal distinct performance levels among the evaluated rainfall products. RFE, ARC2, and CPC notably yield the highest KGE scores at the daily time step, while GPCP, CHIRP, CHIRPS, RFE, MSWEP, ARC2, CPC, TAMSAT, and CMORPHCRT demonstrate superior performance at the monthly time step. During the rainy season, these products generally exhibit robustness. However, rainfall estimates derived from reanalysis datasets (ERA5, EWEMBI, MERRA2, PGF, WFDEICRU, and WFDEIGPCC) perform poorly in the studied basins. Based on the PBIAS metric, most products tend to underestimate precipitation values, while only PERSIANN and PERSIANNCCS lead to significant overestimations. Spatially, optimal performance of the products is observed in the Casamance basin and the Sudanian and Sahelian climatic zones within the Gambia and Senegal basins. Conversely, in the Guinean zone of the Gambia and Senegal Rivers, the rainfall products displayed the poorest performance. Full article
(This article belongs to the Topic Hydrology and Water Resources Management)
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<p>Location of the Casamance, Gambia, and Senegal River basins: (<b>a</b>) spatial distribution of altitudes and rainfall stations; (<b>b</b>) spatial distribution of selected rainfall stations and mean annual rainfall over the period 1940–2004.</p>
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<p>Inventory of daily rainfall data from stations selected for the three catchments: (<b>a</b>) Casamance, (<b>b</b>) Gambia, and (<b>c</b>) Senegal. The black lines on the graphs indicate the period used to evaluate the gridded rainfall products.</p>
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<p>Overall daily performance of products before and after spatial resampling. BSR is “Before Spatial Resampling”.</p>
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<p>Spatial distribution of daily KGE values for products before spatial resampling.</p>
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<p>Spatial distribution of daily KGE values for products after spatial resampling using the bilinear method (Remapbil).</p>
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<p>Overall monthly performance of products before and after spatial resampling. BSR is “Before Spatial Resampling”.</p>
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<p>Spatial distribution of monthly KGE values for products before spatial resampling.</p>
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<p>Spatial distribution of monthly KGE values for products after spatial resampling using the bilinear method (Remapbil).</p>
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<p>Overall rainy season performance of products before and after spatial resampling. BSR is “Before Spatial Resampling”.</p>
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<p>Spatial distribution of rainy season KGE values for products before spatial resampling.</p>
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<p>Spatial distribution of rainy season KGE values for products after spatial resampling using the bilinear method (Remapbil).</p>
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<p>Overall daily performance of products before and after spatial resampling.</p>
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<p>Overall monthly performance of products before and after spatial resampling.</p>
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<p>Overall rainy season performance of products before and after spatial resampling.</p>
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26 pages, 7537 KiB  
Article
Evaluation of Phosphate and E. coli Attenuation in a Natural Wetland Receiving Drainage from an Urbanized Catchment
by Charles Humphrey, Jarrod Underwood, Guy Iverson, Randall Etheridge, Mike O’Driscoll and Avian White
Hydrology 2024, 11(6), 74; https://doi.org/10.3390/hydrology11060074 - 29 May 2024
Viewed by 1229
Abstract
A natural wetland receiving drainage from a 24-ha urbanized catchment in the Falls Lake Watershed of North Carolina was evaluated to determine if it was providing ecosystem services with regards to phosphate and Escherichia coli (E. coli) attenuation. Inflow and outflow [...] Read more.
A natural wetland receiving drainage from a 24-ha urbanized catchment in the Falls Lake Watershed of North Carolina was evaluated to determine if it was providing ecosystem services with regards to phosphate and Escherichia coli (E. coli) attenuation. Inflow and outflow characteristics including nutrient and bacteria concentrations along with physicochemical properties (discharge, pH, oxidation reduction potential, temperature, and specific conductance) were assessed approximately monthly for over 2 years. The median exports of phosphate (0.03 mg/s) and E. coli (5807 MPN/s) leaving the wetland were 85% and 57% lower, respectively, relative to inflow loadings, and the differences were statistically significant (p < 0.05). Hydraulic head readings from three piezometers installed at different depths revealed the wetland was a recharge area. Phosphate and E. coli concentrations were significantly greater in the shallowest piezometer relative to the deepest one, suggesting treatment occurred during infiltration. However, severe erosion of the outlets is threatening the stability of the wetland. Upstream drainageway modifications were implemented to slow runoff, and septic system repairs and maintenance activities were implemented to improve water quality reaching the wetland and Lick Creek. However, more work will be needed to conserve the ecosystem services provided by the wetland. Full article
(This article belongs to the Special Issue Impacts of Climate Change and Human Activities on Wetland Hydrology)
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<p>Map of the wetland and associated drainage area including the two inlets and three outlets. The flow direction of Lick Creek and unnamed tributaries (UT) are shown with arrows. The location of the piezometers within the wetland are also displayed. Water samples from wetland outlets 1–3 were collected just prior to the confluence with Lick Creek.</p>
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<p>Inflow from inlet 1 spreading across the surface of the wetland.</p>
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<p>Erosion of the wetland near outlet 2 adjacent to Lick Creek.</p>
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<p>Drainageways were stabilized by reducing the slope of the banks (<b>top left</b>), installing geotextile fabric (<b>top right</b>) and riprap on the banks (<b>bottom left</b>), and seeding and strawing disturbed areas (<b>bottom right</b>).</p>
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<p>Septage was pumped/removed (<b>left</b>) from 15 septic tanks in the study area and the effluent filters were cleaned (<b>right</b>) during the pumping process.</p>
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<p>New drainfields were installed at two sites that were experiencing hydraulic malfunctions.</p>
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<p>Total inflow and total outflow were measured approximately monthly during the study period (<b>top</b>). Total inflow and total outflow were typically greater during the cooler months spanning October to March relative to the warmer months between (April and September) (<b>bottom</b>). Statistical outliers are shown as (*).</p>
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<p>High-frequency stage data (<b>top</b>) and median monthly stage data (<b>bottom</b>) at inlet 2 between August 2020 and June 2021. Data show water levels were greater during the cooler months of December through March. Values above the red line indicate the stage at which there is little retention of inflow.</p>
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<p>Depth from the wetland surface to groundwater measured at the shallow (S), intermediate (I), and deep (D) piezometers. Median values displayed. Depths were 0.6 m, 1.6 m, and 3 m for the S, I, and D piezometers, respectively. Statistical outliers are shown as (*).</p>
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<p>Box plot (<b>top</b>) and time series (<b>bottom</b>) showing the Log10 of the concentrations of <span class="html-italic">E. coli</span> in wetland inflow and outflow. Values adjacent to the horizontal lines in box plots indicate median concentrations of <span class="html-italic">E. coli</span> (MPN/100 mL).</p>
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<p>Box plot (<b>top</b>) and time series (<b>bottom</b>) of the log10 of <span class="html-italic">E. coli</span> loading for wetland inflow and outflow. Values adjacent to horizontal line in box plots indicate median loadings of <span class="html-italic">E. coli</span>.</p>
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<p>Box plot (<b>top</b>) and time series (<b>bottom</b>) of total phosphorus concentrations for wetland inflow and outflow. Median values of total phosphorus (mg/L) are shown beside the horizontal line on the box plots.</p>
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<p>Box plot (<b>top</b>) and time series (<b>bottom</b>) of phosphate concentrations for wetland inflow and outflow. Median values of phosphorus (mg/L) are shown beside the horizontal lines on the box plots. Statistical outliers are shown as (*).</p>
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<p>Box plot (<b>top</b>) and time series (<b>bottom</b>) of the total phosphorus loading for wetland inflow and outflow. Median total phosphorus loadings are shown beside the horizontal lines on the box plots. Statistical outliers are shown as (*).</p>
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<p>Box plot (<b>top</b>) and time series (<b>bottom</b>) of phosphate loading for wetland inflow and outflow. Median values of phosphate loadings are shown beside the horizontal lines on the box plots. Statistical outliers are shown as (*).</p>
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20 pages, 10411 KiB  
Article
Spatiotemporal Evaluation of Water Resources in Citarum Watershed during Weak La Nina and Weak El Nino
by Armi Susandi, Arief Darmawan, Albertus Sulaiman, Mouli De Rizka Dewantoro, Aristyo Rahadian Wijaya, Agung Riyadi, Agus Salim, Rafif Rahman Darmawan and Angga Fauzan Pratama
Hydrology 2024, 11(6), 73; https://doi.org/10.3390/hydrology11060073 - 22 May 2024
Cited by 1 | Viewed by 1557
Abstract
This study investigates the dynamics of water resources in the Citarum watershed during periods of weak La Niña, normal, and weak El Niño conditions occurring sequentially. The Citarum watershed serves various purposes, being utilized not only by seven (7) districts and two (2) [...] Read more.
This study investigates the dynamics of water resources in the Citarum watershed during periods of weak La Niña, normal, and weak El Niño conditions occurring sequentially. The Citarum watershed serves various purposes, being utilized not only by seven (7) districts and two (2) cities in West Java, Indonesia but also as a source of raw water for drinking in the City of Jakarta. Using a time-series analysis of surface water data, data-driven (machine learning) methods, and statistical analysis methods, spatiotemporal predictions of surface water have been made. The surface water time series data (2017–2021), obtained from in situ instruments, are used to assess water resources, predict groundwater recharge, and analyze seasonal patterns. The results indicate that surface water follows a seasonal pattern, particularly during the monsoon season, corresponding to the groundwater recharge pattern. In upstream areas, water resources exhibit an increasing trend during both weak La Nina and weak El Niño, except for Jatiluhur Dam, where a decline is observed in both seasons. Machine learning predictions suggest that water levels and groundwater recharge tend to decrease in both upstream and downstream areas. Full article
(This article belongs to the Topic Hydrology and Water Resources Management)
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<p>The study area is the Citarum watershed in the North part of West Java province, Indonesia.</p>
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<p>SESAME instruments installed at (<b>a</b>) Cigadung Weir, (<b>b</b>) Jengkol Weir, (<b>c</b>) Cibeet Weir, and (<b>d</b>) Leuweung Weir.</p>
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<p>Correlation rainfall between GSMaP and rain gauge instrument data.</p>
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<p>Correlation between GSMaP rainfall and water level.</p>
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<p>Correlation between rainfall from rain gauge and water level.</p>
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<p>Isohyet map of the Citarum watershed from 2017 to 2021 based on GSMaP data. The upstream area is in the south and the downstream area in the north.</p>
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<p>The spectrum of water levels in the Citarum watershed is analyzed using normalized power spectrum amplitudes. Notably, we have observed distinct spectrum patterns at two specific locations: (<b>g</b>) Leuweng Weir, the confluence of two rivers; and (<b>h</b>) PAB Channel, an artificial river constructed to transport drinking water from the Jatiluhur reservoir to Jakarta. In-depth explanation and analysis of these observations are provided in the main text.</p>
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<p>(<b>a</b>) A low-pass filter of water level and rainfall was obtained from a rain gauge instrument and GSMaP data at Cisomang River, (<b>b</b>) a low-pass filter of water level and rainfall obtained from a rain gauge instrument and GSMaP data at Ciasem River, and (<b>c</b>) a low-pass filter of water level and rainfall was obtained from a rain gauge instrument and GSMaP data at Tailrace.</p>
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<p>Time series of Nino 3.4., DMI, and water level of Ciasem River, Cisomang River, and Ciqadung River. Anomaly of water level in meter and anomaly of Nino 3.4. and DMI in °C.</p>
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<p>(<b>a</b>) A low-pass filter of water level and rainfall was obtained from a rain gauge instrument and GSMaP data in Cibeet Weir, (<b>b</b>) a low-pass filter of water level and rainfall was obtained from the rain gauge instrument and GSMaP data at Cigadung River, (<b>c</b>) a low-pass filter of water level and rainfall was obtained from a rain gauge instrument and GSMaP data at Gadung Weir, and (<b>d</b>) a low-pass filter of water level and rainfall was obtained from GSMaP data at Jengkol Weir.</p>
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<p>(<b>a</b>) A low-pass filter of water level and rainfall was obtained from a rain gauge instrument and GSMaP data in Cibeet Weir, (<b>b</b>) a low-pass filter of water level and rainfall was obtained from the rain gauge instrument and GSMaP data at Cigadung River, (<b>c</b>) a low-pass filter of water level and rainfall was obtained from a rain gauge instrument and GSMaP data at Gadung Weir, and (<b>d</b>) a low-pass filter of water level and rainfall was obtained from GSMaP data at Jengkol Weir.</p>
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<p>(<b>a</b>) A low-pass filter of water level and rainfall was obtained from GSMaP data at Leuweung Weir, (<b>b</b>) a low-pass filter of water level and rainfall was obtained from a rain gauge instrument and GSMaP data at PAB River, and (<b>c</b>) a low-pass filter of water level and rainfall was obtained from GSMaP data at Siphon Cibeet.</p>
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<p>Time series of Nino 3.4., DMI, and water level of Cibeet Weir (black), Jengkol Weir (magenta), Leuweng Weir (green), Gadung Weir (canyon), PAB channel (yellow), and Tailrace (dot black). Anomaly of water level in meter and anomaly of Nino 3.4. and DMI in °C.</p>
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<p>Prediction of water level based on data-driven method at Citarum watershed. The green dot is the data, and the red line is the prediction with training data and verification 75%:25%.</p>
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<p>Prediction of GWL recharging based on data-driven method at Citarum watershed. Black represents training data, blue represents validation, and yellow represents testing; the blue curve is firm as the prediction, while the area of the curve is the deviation of the estimation error.</p>
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<p>Prediction of GWL recharging based on data-driven method at Citarum watershed. Black represents training data, blue represents validation, and yellow represents testing; the blue curve is firm as the prediction, while the area of the curve is the deviation of the estimation error.</p>
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<p>Trend analysis of water level at Citarum watershed. The green dot is the wet season, and the red dot is the dry season.</p>
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<p>Cumulative distribution function (CDF) of water level at upstream region. Upper section is the water level, the lower section is the CDF. Red color is the Ciasem river, blue color is the Cisomang river and the black colour is the Tailrace.</p>
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<p>Cumulative distribution function (CDF) of water level at downstream region. Upper section is the water level, the lower section is the CDF. Red colour is the Cibeet Weir, Blue color is the Jengkol Weir, Black colour is the Leuweung Weir and Green colour is the PAB channal.</p>
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<p>(<b>a</b>) The monthly time series of water level and GR at the Citarum watershed; (<b>b</b>) cross correlation and empirical relationship between water level monitoring and GR (y = 0.21x − 2.7).</p>
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