Source Of Water Supply Research Articles

Groundwater Quality of the Lower Rio Bravo Aquifer in the Northern Zone of Tamaulipas

Objective: The main objective is to evaluate the quality of groundwater used by the population of the ejidos of Reynosa, Tamaulipas. These wells are used for domestic consumption in rural households and for irrigation of sorghum crops in rainfed agriculture systems. Theoretical Framework: Water supply sources in the northern region of Tamaulipas are experiencing a progressive depletion due to the scarcity of rainfall and the high temperatures characteristic of the region. This challenge is compounded by population growth, which has increased the demand for water. One possible solution to this problem is the exploitation of groundwater resources. However, monitoring activities on the quality of this resource are sporadic, with records dating back to 2006, and in the municipalities of Reynosa and Río Bravo there is almost no culture within the framework of good management practices for sustainable development in the use of groundwater in the lower Río Bravo basin. Method: The approach for the analysis of water quality is carried out in wells located in the northern region of the municipalities of Reynosa and Río Bravo, Tamaulipas, through the linkage with the president of Rural Development District 156 to take samples in wells that are mostly used to supply water to crops and, in some cases, for cleaning activities in farms. Specifically, a detailed physicochemical analysis of the water resource is carried out with the purpose of issuing an opinion on its quality, which will make it possible to determine its potential uses and establish guidelines for sustainable and adequate management in its exploitation. Results and Discussion: In the northern region of the state of Tamaulipas, the use of land for agriculture and the exploitation of the oil industry has been constantly punished. It is a latent fact that agricultural activity represents a significant risk of salinization and groundwater contamination due to the intensive use of agrochemicals. This risk is exacerbated by urban growth, which contributes to water resource contamination through industrial discharges and bacteriological contamination from inadequate wastewater management in population centers. These activities are the main sources of deterioration of groundwater quality and have worsened over time. In addition, the geological context of the region, characterized by stratigraphic formations with natural salinity, further contributes to the complexity of this problem. Research Implications: The results obtained in the development of the project highlight the need for continuous monitoring of economic activities and population growth in the region, to avoid contamination of the aquifer to such levels that for a possible use, specific techniques would have to be implemented that would increase the cost of the water resource, as well as its disposal. Originality/Value: The study of water quality in the aquifer of Río Bravo in the northern region of Mexico represents a considerable challenge, since it is an area affected by problems of insecurity, which makes sampling difficult. However, safe and reliable access to farms and ranches in the area was possible with the cooperation of their owners. This made it possible to carry out adequate sampling and obtain accurate in situ parameters, guaranteeing the veracity of the data obtained.

Improving the estimation approach of percentage of impervious area for the storm water management model — A case study of the Zengwen reservoir watershed, Taiwan

The Zengwen Reservoir, located within the Zengwen River watershed, is a crucial water supply source in southern Taiwan. Water resources can be estimated using the rainfall-runoff model of the Storm Water Management Model (SWMM). However, the percentage of impervious area (PIA) is one of the significant factors influencing the SWMM. The purpose of this study is to utilize remote sensing imagery to rapidly and accurately estimate land use as PIA for the SWMM rainfall-runoff model. The rainfall-runoff model of SWMM was calibrated and validated based on observed discharge data in 2005 and 2017. The results of goodness-of-fit indicators of NSE value and R2 value showed in the acceptable range of 0.745, 0.764 in 2005, 0.715, and 0.883 in 2007, respectively. The modified composite of the built-up index and PIA (MCBI-PIA) was used for rainfall-runoff simulation in 2005, 2009, 2014, 2017, and 2021. The simulation results revealed the NSE value varied from 0.484 to 0.851, and the R2 value between 0.519 and 0.894 which represented a statistically acceptable performance of the simulation model. It indicates that the proposed method can be applied to estimate the PIA for land use patterns during different periods and utilized as the actual PIA for rainfall-runoff simulation with the SWMM.

Drinking water is the urolithiasis development factor among the rural population of a single region

BACKGROUND: The urolithiasis incidence in the Nizhny Novgorod Region exceeds the national average that determines the importance of analyzing the causes of its development and creating preventive measures. AIM: To evaluate the relationship between the urolithiasis incidence and drinking water composition consumed by the rural population of the Nizhny Novgorod Region. MATERIALS AND METHODS: A chemical analysis of drinking water was performed in 50 rural districts of the Nizhny Novgorod Region (a total of 61 samples). Water was taken from centralized water supply sources, artesian wells and boreholes, and springs. The relationship between the urolithiasis incidence and chemical composition measures of drinking water was assessed. RESULTS: Differences in the impurity content of drinking water were found between districts with different values of urolithiasis incidence. Exceeding the standard values for impurities specified in the Sanitary regulations and standards (SanPin) was most commonly detected in water from districts with the highest incidence of urolithiasis. An increase in the calcium/magnesium ratio was the most commonly noted in drinking water from these districts. In 41 (67.2%) of 61 samples, an increase of calcium level was detected. The hardness of drinking water was higher than the standard in 33.3–38.8% of samples depending on the water intake source. CONCLUSIONS: Drinking water with a high level of hardness and mineralization is one of the etiological factors for the development of urolithiasis in Nizhny Novgorod Region. In rural areas of this region with a high incidence of urolithiasis, the monitoring of the state of central water supply sources and the impurity content in drinking water should be intensified.

Two Datasets over South Tyrol and Tyrol Areas to Understand and Characterize Water Resource Dynamics in Mountain Regions

In this work, we present two datasets for specific areas located on the Alpine arc that can be exploited to monitor and understand water resource dynamics in mountain regions. The idea is to provide the reader with information about the different sources of water supply over five defined test areas over the South Tyrol (Italy) and Tyrol (Austria) areas in alpine environments. The snow cover fraction (SCF) and Soil Moisture Content (SMC) datasets are derived from machine learning algorithms based on remote sensing data. Both SCF and SMC products are characterized by a spatial resolution of 20 m and are provided for the period from October 2020 to May 2023 (SCF) and from October 2019 to September 2022 (SMC), respectively, covering winter seasons for SCF and spring–summer seasons for SMC. For SCF maps, the validation with very high-resolution images shows high correlation coefficients of around 0.9. The SMC products were originally produced with an algorithm validated at a global scale, but here, to obtain more insights into the specific alpine mountain environment, the values estimated from the maps are compared with ground measurements of automatic stations located at different altitudes and characterized by different aspects in the Val Mazia catchment in South Tyrol (Italy). In this case, an MAE between 0.05 and 0.08 and an unbiased RMSE between 0.05 and 0.09 m3·m−3 were achieved. The datasets presented can be used as input for hydrological models and to hydrologically characterize the study alpine area starting from different sources of information.

Analysis of microplastic behaviors in river-type lakes using a quasi-three-dimensional microplastic transport model

Paldang Lake in South Korea is a river-type lake characterized by weak temperature stratification and a short water residence time. It exhibits complex flow structures resulting from the convergence of two major rivers, the North Han River (NHR) and the South Han River (SHR), and one small river, the Gyeongan Stream. Analyzing the spatio-temporal variations in microplastic (MP) concentration in Paldang Lake is important because of its significance as a water supply source for the metropolitan area. In this study, a quasi-three-dimensional MP transport model (MPT-Q3D) based on the Lagrangian particle-tracking technique was developed to analyze the trajectory and concentration distribution of MPs driven by shear dispersion in river-type lakes. Using the simulation results of MPT-Q3D, which were validated with MP monitoring data and EFDC simulations, we investigated the spatio-temporal variations in MP concentration during both low-flow and flood-flow periods. Simulation results showed that horizontal transport by shear flow contributed more to MP transport than vertical transport, including settling movements based on MP density. Thus, the MP transport during the low-flow period was significantly influenced by the recirculating flow induced by hydropeaking of the NHR, as well as flow blockage caused by the strong inflow momentum from the SHR. During the flood-flow period, flood discharge from the three tributary rivers had an equal influence on MP transport and the variation in MP concentrations around the water intake facilities. Furthermore, the MP residence time was primarily affected by variations in the flow characteristics of the inflowing tributaries rather than the properties of the MP types. Analysis of the influx and efflux of MPs in Paldang Lake revealed that polypropylene was the predominant constituent, accounting for 53.9 % and 75.2 % of all residual MPs during the low-flow and flood-flow periods, respectively.

Evaluating the potability of domestic water supply sources using water quality index in Kilombero district, Tanzania

ABSTRACT The decline in water quality in various bodies of water has led to significant health risks for individuals relying on these sources for drinking and domestic use. The prevalence of waterborne diseases in some areas is attributed by inadequate water quality assessments of supply sources. This study focused on evaluating the potability of domestic water sources in the Kilombero district of Tanzania, where approximately 70% of the population depends on untreated natural sources. Two models were utilized: the Weighted Arithmetic Water Quality Index (WAWQI) and the Canadian Council of Ministers of Environment Water Quality Index (CCME WQI), analysing 15 water quality parameters. The WAWQI identified three groundwater sources as poor quality for consumption, while indicating seasonal improvements in water quality – from 12 in the wet season to 13 in the dry season. Conversely, the CCME WQI classified all 15 sources as potable, with an increase in ‘Excellent’ ratings from 9 to 13 between seasons. The findings showed that all surface water sources were deemed potable, while 67% of groundwater sources met quality standards. The remaining 33% of boreholes were categorized as having poor quality. Overall, both models indicated better water quality during the dry season, with surface water generally exhibiting higher quality than groundwater.

Assessing de facto wastewater reuse and its implications for water quality in Yangtze Basin (2014–2021)

De facto wastewater reuse is the incidental presence of treated wastewater in a water supply source. Unplanned indirect wastewater reuse, which is also called de facto reuse, occurs when wastewater is discharged into surface water upstream of the intakes of suitable drinking water treatment plants. Although this discharged wastewater may increase the water quality risks for downstream water supplies, they contribute to the water supply source as an additional in-stream flow. Therefore, proper wastewater management is crucial to ensure access to safe water and address the challenges due to urbanization and population growth. There are detailed data on the infrastructure and river flows in some countries, but this study examined the use of a more limited dataset in other countries and specifically assessed the de facto reuse in the Yangtze River Basin in China. GIS modelling was used to calculate the streamflow of Yangtze River from the DEM, while macro water consumption data was used to estimate the wastewater discharges, and this methodology solved the problem that the outcome was limited by the lack of gauging stations at more locations and lack of precise geospatial location of drinking water intakes or wastewater discharges. Under an average-flow condition, Chongqing in the upper reaches had de facto reuses that increased from 0.57 % in 2014 to 0.60 % in 2021; Wuhan in the middle reaches had de facto reuses, which increased from 1.56 % in 2014 to 1.64 % in 2021; Shanghai, which is located in the estuary of the Yangtze River, increased its de facto reuse from 2.35 % in 2014 to 2.51 % in 2021. Under low-flow conditions, the de facto reuse of Chongqing, Wuhan, and Shanghai in 2021 was 1.7 %, 4.9 %, and 7.4 %, respectively. This relatively high level of de facto reuse is consistent with the estimation of unintended treated wastewater contributions to streams and growing risk of drinking water quality in the Yangtze River Basin. This research estimated de facto reuse in the Yangtze River Basin and showed the feasibility of using limited infrastructure datasets to assess de facto reuse and the modeling methods allow identification of river reaches most impacted by wastewater, and perhaps suggest prioritization for investments in additional wastewater treatment in reaches with high de facto reuse.

Virus contamination, removal characteristics and quantitative risk assessment from drinking water source to secondary water supply system

The drinking water (DW) supply system is the last line of defense against virus infections for people's DW health. This study systematically evaluated the virus pollution characteristics and human health risks in the entire DW supply systems. The detection frequency range of the virus in DW was 5.30% to 71.21%, and the concentration range at not detected (n.d.) -1.45×105 copies/L. DNA virus like adenovirus was more persistent than RNA viruses like norovirus and enterovirus in the DW system. Drinking water treatment plants (DWTPs) play a crucial role in reducing the target virus with degradation rates ranging from 47.09% to 100% when compared with the removal rates in DW source and secondary water supply (SWS). It was found the persistence and accumulation of the virus in the treated water from DWTPs to the downstream water transmission network. Principal component analysis showed that the virus contamination was positive correlation with water quality indexes like total phosphorus (TP), total nitrogen (TN), dissolved oxygen (DO) but negative correlation with temperature and the dose of free chlorine. Quantitative microbial risk assessment (QMRA) of adenovirus in the SWS showed that the DALYs/person/year of gastroenteritis ranged from 8.11×10-6 to 2.68×10-4 DALYs/person/year. Uncertainty analysis of different distributions of model inputs like virus concentrations showed the risk caused by adenovirus was changed appreciably for different person by using 100,000 Monte Carlo simulations. It is necessary to efficiently remove the virus in the DW systems to ensure human health for the direct ingestion of secondary water supply water.

Hospital design and planning in the line of foresight of health needs

Abstract The health needs of the population are increasingly difficult to plan and predict. Technological progress, artificial intelligence, new medicines, but also ecological disasters, humanitarian crises, energy crisis and other challenges (as a Covid 19 pandemic) represent the image of our time. New design of hospitals should be able to respond to the challenges of the future: comprehensive provision of health services taking into account the patient’s needs, working conditions taking into account the hospital staff, energy efficiency and construction in accordance with high standards and reduction of CO2 emissions (green hospitals), to ensure alternative sources of electricity and water supply bearing in mind potential emergencies. The big challenge of long-term construction in which advanced technologies and new procedures cannot simply fit into a rigid building structure that is several decades old (example Serbia), so it is necessary to apply precise planning and efficient and high-quality construction in the next generation hospitals, taking into account current modern equipment and that which will appear in the future. Designing hospitals involves anticipating future healthcare challenges, technological advancements, demographic shifts, and changes in patient expectations. Hospitals emphasis on patient-centered design principles, creating environments that prioritize comfort, privacy, and dignity for patients and their families, accessibility and inclusivity, infection control and prevention, sustainability and resilience. Modern hospitals should create collaborative spaces for interdisciplinary teamwork and communication among healthcare providers, research and innovation units, but also community engagement and health promotion activities. Future hospital design requires strong multidisciplinary and cross-sectional cooperation, in which priority is given to architects dedicated to this field and their cooperation with public health and health management experts.

Saltwater intrusion simulations in coastal karstic aquifers related to climate change scenarios

Coastal zones are crucial ecosystems supporting significant biodiversity and pertinent socio-economic activities. However, anthropogenic development contributes to socio-environmental complexities, particularly public water supply threats caused by climate change. This research presents a case study on the north-western coast of Yucatan, Mexico, which models potential saltwater intrusion in groundwater for multiple projections of sea level rise and recharge change due to climate change and its implications for the public water supply of the regional population and ecosystem. For this purpose, a previously calibrated and validated numerical model is employed, adapting its boundary conditions, keeping its calibrated hydrogeologic parameters, and considering the 2040 and 2100 climate change projections. Simulation results show that under these projections, significant saltwater intrusion may occur, reducing freshwater thickness due to increased salinity in groundwater and a loss of freshwater sources resulting from brackish-saline wedge intrusion. These scenarios are of particular concern as freshwater in this coastal region is the main source for public water supply and for freshwater input in coastal ecosystems. Moreover, this study underscores the susceptibility of karstic aquifers to salinization, especially in the face of rising sea levels, given their unique hydrogeological characteristics and substantial responsiveness to marine forcings. In spite of the uncertainties in global climate change predictions, this study enhances our understanding of the dynamics of these unique aquifers, and presents future saltwater intrusion projections that offer valuable technical insights to design and implement pertinent and resilient coastal aquifer management strategies.

ЗАМЕТКИ ПО ИСТОРИЧЕСКОЙ ГЕОГРАФИИ КУЛЬТУРНОГО ЛАНДШАФТА СЕЛА БАЛТА-ЧОКРАК В ЮГО-ЗАПАДНОМ КРЫМУ В КОНЦЕ XVIII – ПЕРВОЙ ПОЛОВИНЕ ХХ В.

This article presents a study of the surviving elements of the cultural landscape and the reconstruction of the disappeared elements of this landscape using the example of the abolished village of Balta-Chokrak in the Crimean Mountains, as well as a demonstration of the possibilities of such an approach to other rural cultural landscapes of Crimea. The authors developed a classification of the degree of preservation of the historical rural cultural landscapes of Crimea, according to which the cultural landscape of the village of Balta-Chokrak is characterized by a low degree of preservation (due to the destruction of the previous planning of residential development as a result of modern economic activity). Despite the above fact, single elements of the relict rural landscape have been preserved on the territory of the former village. Thanks to documentary evidence and a survey of the territory, the researchers were able to determine the location of various elements of the cultural landscape of the village, such as: a water supply source, colonists’ houses, an agricultural district with arable and pasture lands, small wood forest and areas for stone mining, transport infrastructure, religious buildings and necropolis. It is also important that since the necropolis of the village of Balta-Chokrak is one of the few surviving elements of the cultural landscape. Therefore, a complete catalog of his tombstones and their fragments is also presented.

Integrated study of hydrochemistry, quality and risk to human health of groundwater in the upper reaches of the Wulong River Basin.

Groundwater, a vital source of water supply, is currently experiencing a pollution crisis that poses a significant risk to human health. To understand the hydrochemical formation mechanisms, quality and risk to human health of groundwater in the upper reaches of the Wulong River basin, 63 sets of groundwater samples were collected and analyzed. A combination of mathematical statistics, correlation analysis, Gibbs diagram, ion ratio, and cation exchange were comprehensively employed for hydrochemical analysis, and further water quality index (WQI) and human health risk assessment were conducted. The results indicate that groundwater is generally neutral to weakly alkaline. The dominant cations in the groundwater are Ca2+ and Mg2+, while the main anions are HCO3- and SO42-. The hydrochemical types of groundwater mainly include HCO3·SO4-Ca, HCO3-Ca and HCO3-Na. The diverse hydrochemical types are mainly due to the fractured and discontinuous nature of the aquifers. The hydrochemical characteristics are influenced by the dissolution of silicate and carbonate minerals, cation exchange processes, and anthropogenic pollution. The presence of NO3- in groundwater is primarily attributed to agricultural activities. The groundwater is mainly categorized as "Good" (36.6%) and "Poor" (60.8%). "Very poor" and "Excellent" categories are rare, accounting for only 1.2% and 1.4%, respectively, and no samples are classified as "Non-drinkable". The Ewi for NO3- is the highest, indicating severe contamination by anthropogenic NO3- pollution. Human health risk assessment reveals that water samples posing exposure risks account for 82.54% for children and 79.37% for adults. This study highlighted that anthropogenic nitrate pollution has deteriorated groundwater quality, posing risks to human health. It also suggests an urgent need to enhance research and protective measures for groundwater in similar regions, such as the Shandong Peninsula.

MODIS Evapotranspiration Forecasting Using ARIMA and ANN Approach at a Water-Stressed Irrigation Scheme in South Africa

The forecasting of evapotranspiration (ET) in some water-stressed regions remains a major challenge due to the lack of reliable and sufficient historical datasets. For efficient water balance, ET remains the major component and its proper forecasting and quantifying is of the utmost importance. This study utilises the 18-year (2001 to 2018) MODIS ET obtained from a drought-affected irrigation scheme in the Eastern Cape Province of South Africa. This study conducts a teleconnection evaluation between the satellite-derived evapotranspiration (ET) time series and other related remotely sensed parameters such as the Normalised Difference Vegetation Index (NDVI), Normalised Difference Water Index (NDWI), Normalised Difference Drought Index (NDDI), and precipitation (P). This comparative analysis was performed by adopting the Mann–Kendall (MK) test, Sequential Mann–Kendall (SQ-MK) test, and Multiple Linear Regression methods. Additionally, the ET detailed time-series analysis with the Keiskamma River streamflow (SF) and monthly volumes of the Sandile Dam, which are water supply sources close to the study area, was performed using the Wavelet Analysis, Breaks for Additive Seasonal and Trend (BFAST), Theil–Sen statistic, and Correlation statistics. The MODIS-obtained ET was then forecasted using the Autoregressive Integrated Moving Average (ARIMA) and Artificial Neural Networks (ANNs) for a period of 5 years and four modelling performance evaluations such as the Root Mean Square Error (RMSE), Mean Absolute Percentage Error (MAPE), Mean Absolute Error (MAE), and the Pearson Correlation Coefficient (R) were used to evaluate the model performances. The results of this study proved that ET could be forecasted using these two time-series modeling tools; however, the ARIMA modelling technique achieved lesser values according to the four statistical modelling techniques employed with the RMSE for the ARIMA = 37.58, over the ANN = 44.18; the MAE for the ARIMA = 32.37, over the ANN = 35.88; the MAPE for the ARIMA = 17.26, over the ANN = 24.26; and for the R ARIMA = 0.94 with the ANN = 0.86. These results are interesting as they give hope to water managers at the irrigation scheme and equally serve as a tool to effectively manage the irrigation scheme.

Mitigation of Fluoride Contamination in Drinking Water Supply Sources by Adsorption Using Bone Char: Effects of Mineral and Organic Matrix

This study focused on fluoride (F−) contamination of water sources in Bahimi village, Cameroon. After the first investigation, results revealed that all water samples collected had elevated concentrations of fluoride ions (2.3 ± 0.1) mg/L to (4.5 ± 0.2) mg/L above the WHO guidelines (less than 1.5 mg/L). To mitigate the F− levels, the use of bone char (BC) as an adsorbent material was proposed and its performance was tested. BC was prepared from bovine bones at different calcination temperatures (350 °C, 450 °C, 550 °C and 650 °C) and residence times (1 h and 2 h). The prepared materials were characterized in detail by SEM/EDS, BET, FTIR, and XRD. The BET findings indicated that the surface area of BC samples decreased with increasing calcination temperature and residence time. At a lower heating temperature and holding time (350 °C, 1 h), the prepared BC exhibited a higher specific surface area (112.3 ± 0.3) m2/g and adsorption capacity for F− in the sampled water. Also, the batch adsorption experiments showed that the optimized adsorbent dose of 8 g/L facilitates the reduction in the F− level of the sampled water below the acceptable limit level (1.5 mg/L) within 5 min of treatment. The presence of Ca2+ and Mg2+ in natural water has a positive effect on the removal of F− in BC resulting in a high adsorption performance range of (72.5 ± 1.4)% to (80.3 ± 0.6)%. It was found that the adsorption of Ca2+ on the BC surface occurs via cation exchange with Na+. However, an increase in dissolved organic carbon (DOC) in the treated water limited the application of BC. Overall, the study presented a cost-effective adsorbent for the removal of this recalcitrant ion in the water source.

Enhanced efficiency of water purification plant by combined riverbank filtration

Water shortages occur due to several factors, with drought being one of the biggest drivers. Another major environmental issue related to the contamination of freshwater systems worldwide is thousands of micropollutants, although they generally occur at low concentration levels. The provision of safe drinking water to the population in rural developing nations remains a problem, in particular when surface water and shallow wells or non-watertight headworks wells serve as sources of drinking water. Dramatically changing raw water qualities, floods and high rainfall events anthropogenic pollution, lack of electricity supply in developing regions demand new and adapted solutions for treatment and rendering water safe for distribution. Our study aimes to find another source of water supply using riverbank filtration (RBF). The RBF is a water treatment method that removes water from rivers by pumping wells into a nearby alluvial aquifer. Several physical, chemical, and biological processes that occur underground improve the quality of surface water and eliminate the need for traditional potable water treatment. Additional treatment techniques in this process include biological degradation, sorption, and filtration. Physical, chemical, and microbiological variables were used to assess the effectiveness of the RBF system in Upper Egypt. Our study proposes a workable water treatment strategy that replaces RBF treatment or pretreatment technique for high-quality Nile water to eliminate or reduce surface water pollutants without the use of chlorine.

Evaluation of the hydrogeological response to neotectonics of the Quequén Grande River Watershed using geoelectrical methods

The Quequén Grande River Watershed (Southeast of Buenos Aires Province, Argentina) is a strong asymmetrical watershed in the Pampean Plain. It is marked by the stream capture of the Quequén Grande River eastward. The topographic slopes and hydraulic gradients are typically low in this area, with streams and rivers primarily effluent along their courses. This behavior is attributable to the influence of the unconfined and shallow Pampean aquifer, which serves as the region's main source of water supply. In the southwestern limit of this drainage basin, several shallow lakes, disconnected from the surface drainage network and related to an old deflation/accumulation relief, occur over hillock formations. In this area, Paleozoic rocks crop out and constitute the hydrological basement of the aquifer. The bedrock architecture of this formation could explain the stream piracy of the Quequén Grande River eastward and the local geomorphology, where structural lineaments related to neotectonic movements have been reported. However, there is a lack of information related to the hydrological basement in depth, which is needed to understand the surface water dynamics of this drainage basin, linked to the topographic control of the landscape. To fill this gap, a geoelectric model of the hydrological basement is proposed from 37 Vertical Electrical Soundings and 6 Electric Resistivity Tomographies, aiming to contribute to understanding this portion of the Earth's crust. Geoelectrical surveys were performed over 3000 km2 of the southwestern limit of the Quequén Grande River Watershed. Results obtained and field observations suggest the deviation of the Quequén Grande River catchment eastward is caused by the hydrogeological basement structure in depth, in response to neotectonic movements inferred by structural lineaments.

Hermeneutic Cartography for the Restitution of a Lost Antique Seaport

This article deals with the reconstruction of an ancient seaport in the town of Bejaia, known as Muslubium Horrea. This settlement, ignored by the official historiography, would nevertheless have played an important role in wheat exports and trade with the Roman port of Ostia. Moreover, of all the ancient ports known to date, the Algerian coast has only two port warehouses, and Muslubium Horrea is the only granary belonging to the Roman province of Mauretania Sitifensis (400AD). The methodology adopted to locate and reconstruct the topography and the settlement’s structures is based on the concept of cartographic hermeneutics. The compilation of existing historical accounts and the interpretation derived from the superimposition of ancient geographical maps and 19th century archaeological and geological maps identified all the natural resources necessary for its construction, in particular the abundance of water sources and deposits of geomaterials for construction (clay, stone, gypse, marble, etc.). These data were confirmed by field and photogrammetric surveys, resulting in a map showing the archaeological context of the Muslubium Horrea port and the remains of structures still visible today. The approach adopted allowed to delineate the size of the port site and scale the structures that make it up, as well as identify the water supply source and its primitive topography prior to its establishment.

Identifying the Layout of Retrofitted Rainwater Harvesting Systems with Passive Release for the Dual Purposes of Water Supply and Stormwater Management in Northern Taiwan

Due to its unique climate and geography, Taiwan experiences abundant rainfall but still faces significant water scarcity. As a result, rainwater harvesting systems (RWHSs) have been recognized as potential water resources within both water legal and green building policies. However, the effects of climate change—manifested in more frequent extreme rainfall events and uneven rainfall distribution—have heightened the risks of both droughts and floods. This underscores the need to retrofit existing RWHSs to function as stormwater management tools and water supply sources. In Taiwan, the use of simple and cost-effective passive release systems is particularly suitable for such retrofits. Four key considerations are central to designing passive release RWHSs: the type of discharge outlet, the size of the outlet, the location of the outlet, and the system’s operational strategy. This study analyzes three commonly used outlet types—namely, the orifice, short stub fitting, and drainage pipe. Their respective discharge flow formulas and design charts have been developed and compared. To determine the appropriate outlet size, design storms with 2-, 5-, and 10-year return periods in the Taipei area were utilized to examine three different representative buildings. Selected combinations of outlet diameters and five different outlet locations were assessed. Additionally, probably hazardous rainfall events between 2014 and 2023 were used to verify the results obtained from the design storm analysis. Based on these analyses, the short stub fitting outlet type with a 15 mm outlet diameter was selected and verified. For determining the suitable discharge outlet location, a three-step process is recommended. First, the average annual water supply reliability for different scenarios and outlet locations in each representative building is calculated. Using this information, the maximum allowable decline in water supply reliability and the corresponding outlet location can be identified for each scenario. Second, break-even points between average annual water supply and regulated stormwater release curves, as well as the corresponding outlet locations, are identified. Finally, incremental analyses of average annual water supply and regulated stormwater release curves are conducted to determine the suitable outlet location for each scenario and representative building. For the representative detached house (DH), scenario 2, which designates 50% of the tank’s volume as detention space (i.e., the discharge outlet located halfway up the tank), and scenario 3, which designates 75% (i.e., the discharge outlet at one-quarter of the tank height), are the most suitable options. For the four-story building (FSB), the outlet located at one-quarter of the tank’s height is suitable for both scenarios 2 and 3. For the eight-story building (ESB), scenario 2, with the outlet at one-quarter of the tank’s height, and scenario 3, with the outlet at the lowest point on the tank’s side, are preferred. The framework developed in this study provides drainage designers with a systematic method for determining the key parameters in passive-release RWHS design at the household scale.

Groundwater for urban water supply in Ukraine: a case study of Mykolaiv (Military challenges and lessons for the future)

The paper discusses the possibility of using groundwater as a source of water supply for Mykolaiv during emergencies or military operations. A hydrogeological model of the Mykolaiv groundwater field was developed to investigate the water exchange pattern and sources of operational groundwater reserves in the Upper Sarmatian aquifer, which is a primary source of drinking groundwater in the Mykolaiv area. The influence of various factors on water-bearing capacity of the Upper Sarmatian sediments was assessed, including the vulnerability of the fresh groundwater to the intrusion of brackish water from the Bug Estuary. The study also examined the feasibility of operating the aquifer under forced conditions, depending on the duration of emergency periods or military operations.

Study of Fire-fighting Water Supply Systems on the Territory of Pavlodar Region

The main aspects of fire water supply system in the territory of Pavlodar region are considered. A number of problematic issues related to the technical condition, operation, and inspection of fire hydrants are studied. The total number of existing fire hydrants in the cities and towns of Pavlodar region was analyzed. A list of reasons for the lack of effective management and proper maintenance of fire hydrants was compiled. It was revealed that the largest number of fire hydrants is absent in the territory of Pavlodar city and Sharbakty district. The problems have a systemic nature and require immediate solutions to ensure the organization of an effective firefighting process. As a solution to the main problems, it is proposed to create an electronic system of accounting for firefighting water supply sources in the study area, which will accelerate the firefighting process and reduce possible risks.