Cleaner WaterPub Date : 2024-06-01DOI: 10.1016/j.clwat.2024.100018
Rida Batool , Sahrish , Syed Abdul Ahad , Quratulain Maqsood , Shinawar Waseem Ali , Syed Mohsin Abbas
{"title":"Redefining sustainability: Next-gen wastewater treatment breakthroughs","authors":"Rida Batool , Sahrish , Syed Abdul Ahad , Quratulain Maqsood , Shinawar Waseem Ali , Syed Mohsin Abbas","doi":"10.1016/j.clwat.2024.100018","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100018","url":null,"abstract":"<div><p>The world is facing an alarming situation in terms of pollution, with water contamination being a critical concern for scientists aiming to protect the ecosystem. Contaminants produced from municipal, industrial, commercial, and agricultural processes, along with domestic activities, pose serious threats to aquatic life and human welfare. Addressing these pollutants requires serious attention. Various physical, chemical, and biological approaches are used for water purification, each showing different levels of efficacy. Recent advancements in wastewater treatment techniques, such as Non-Thermal Plasma Discharge, Genetic Engineering, Nanotechnology, CRISPR-Cas9, Elimination of Emerging Organic Pollutants (EOPs), and the use of durable substrates with Metal-Organic Frameworks (MOFs) and covalent organic frameworks, have shown promising results. For example, Nanotechnology has demonstrated a removal efficiency of up to 95% for heavy metals, while MOFs have achieved over 90% efficiency in organic pollutant degradation. The effectiveness of these techniques varies depending on the pollutant type and environmental factors. Consequently, selecting the appropriate method is crucial for achieving better and cost-effective outcomes in water treatment.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100018"},"PeriodicalIF":0.0,"publicationDate":"2024-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000164/pdfft?md5=505fb6b478f751bddeb636174cdde544&pid=1-s2.0-S2950263224000164-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141238966","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Cleaner WaterPub Date : 2024-06-01DOI: 10.1016/j.clwat.2024.100019
Renjith VishnuRadhan , Shagnika Das , Camille Hennion , T.I. Eldho , Anil Lonappan
{"title":"Potable water boiling can induce havoc in the water quality management arena due to the presence of microplastics","authors":"Renjith VishnuRadhan , Shagnika Das , Camille Hennion , T.I. Eldho , Anil Lonappan","doi":"10.1016/j.clwat.2024.100019","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100019","url":null,"abstract":"<div><p>Around 30 % of the world’s population lacks access to safe water despite being a critical factor that modulates the complex dynamics of ecosystems and societies. Efficient technologies to purify water to potable form are either inaccessible or economically not viable for the majority. Water poverty and scarcity can be potentially exacerbated by the recent, widespread detection of plastics in drinking water sources, tap water and groundwater. This can induce various emerging bottle necks in global drinking water quality management. One of the most affordable disinfection techniques practiced across the world is to boil the water. Plastic pollutants in potable water sources can pose emerging water quality management bottlenecks, including leaching additives and chemicals due to water boiling. Exposure to plastic leachates in drinking water can lead to potential health risks, including oxidative stress, cancers, endocrine disruption, cardiovascular diseases, and developmental effects. The current global drinking water scenario and the emerging impacts of plastic pollutants specifically micro- and nano-plastics in drinking water, are also enlisted. Further, evidence-based prospects for drinking water quality management and impacts on one health initiative in the wake of the presence of plastics are discussed. Monitoring and surveillance, improved water treatment, and infrastructure incorporating technological innovations explicitly focusing on plastic pollutants in drinking water can ensure sustainable management and mitigation of the ill effects to a satisfactory extent. The need for firm policy instruments, partnerships between various private and public stakeholders, and the judicious use and management of potable water are contented in this article, which will steer humanity and the earth system toward achieving one health mandate and a sustainable future.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100019"},"PeriodicalIF":0.0,"publicationDate":"2024-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000176/pdfft?md5=e5e8ecbdcf1308505b9675c4dab2160b&pid=1-s2.0-S2950263224000176-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141238968","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Cleaner WaterPub Date : 2024-06-01DOI: 10.1016/j.clwat.2024.100017
Amir Ikhlaq , Asma Naeem , Osama Shaheen Rizvi , Asia Akram , Abdul Mannan Zafar , Fei Qi , Ashraf Aly Hassan
{"title":"Novel Zeolite 5Å-Co-Fe based catalytic ozonation process for the efficient degradation of Oxytetracycline in veterinary pharmaceutical wastewater","authors":"Amir Ikhlaq , Asma Naeem , Osama Shaheen Rizvi , Asia Akram , Abdul Mannan Zafar , Fei Qi , Ashraf Aly Hassan","doi":"10.1016/j.clwat.2024.100017","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100017","url":null,"abstract":"<div><p>Public health and the aquatic environment face significant threats from pollution originating from pharmaceutical wastewater (PhWW) containing stubborn antibiotics. Conventional treatment methods fail to fully eradicate these antibiotics and other contaminants <sup>such as COD and BOD</sup><sub>5</sub> due to the complex organic compound mixtures present in PhWW. Additionally, PhWW exhibits low biodegradability and high toxicity, mainly due to the persistence of antibiotics. This pressing issue has prompted the scientific community to seek more effective and cost-efficient treatment solutions for detoxifying PhWW. Hence, this study explores the catalytic efficiency of zeolite 5 Å (Z5Å) coated with cobalt and iron (Z5Å-Co-Fe) for the abatement of one of the most persistent organic pollutants oxytetracycline (OTC) as a target pollutant. The synthesized catalyst is assessed using various analytical techniques such as FTIR, SEM, and EDX analysis. Results show that the heterogeneous catalytic ozonation using cobalt and iron-loaded zeolite (Z5Å-Co-Fe/O<sub>3</sub>) achieves OTC removal rates of 8%, 67%, and 95% through adsorption, ozonation (O<sub>3</sub>), and Z5Å-Co-Fe/O<sub>3</sub> processes, respectively, <sup>at pH 6, 1.6 mg/min of O</sup><sub>3</sub> <sup>flow and 15 min of treatment time</sup>. Moreover, the Z5Å-Co-Fe/O<sub>3</sub> process demonstrates higher cost-effectiveness compared to other methods, and electrical energy per order (EEO) of 1.47 USD and 1.62 kWh per cubic meter of PhWW respectively. Additionally, it enhances the biodegradability of PhWW from 0.30 to 0.51, making it more suitable for further secondary treatment. Furthermore, Z5Å-Co-Fe/O<sub>3</sub> treated PhWW meets National Environmental Quality Standards (NEQS) and holds promise as a pretreatment option for industrial-scale conventional treatment systems. Therefore, it is concluded that the Z5Å-Co-Fe/O<sub>3</sub> process was found to be highly efficient for the degradation of OTC in real PhWW matrix and it may help to achieve UN sustainable development goals (SDGs)</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100017"},"PeriodicalIF":0.0,"publicationDate":"2024-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000152/pdfft?md5=11f54f0a72650adca0f42d4641ee84f1&pid=1-s2.0-S2950263224000152-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141238972","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Cleaner WaterPub Date : 2024-06-01DOI: 10.1016/j.clwat.2024.100020
Saeid Zamani , Kaveh Ostad-Ali-Askari , Rouhollah Fatahi Nafchi , Giuseppe Provenzano
{"title":"Assessing a semi-empirical model performance to predict the wetting patterns in subsurface drip irrigation","authors":"Saeid Zamani , Kaveh Ostad-Ali-Askari , Rouhollah Fatahi Nafchi , Giuseppe Provenzano","doi":"10.1016/j.clwat.2024.100020","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100020","url":null,"abstract":"<div><h3>Context</h3><p>Because of the complexity of soil water distribution, accurate prediction of wetting pattern is not easily accessible and this has led to a inefficiency in some proposed models in the literature. These models do not consider the hydraulic characteristics of the irrigation system and are developed solely on the basis of the water volume or infiltration rate, soil hydrodynamic properties, and other conditions of the percolation environment.</p></div><div><h3>Objective</h3><p>Due to the importance of the estimation of wetting front beneath Subsurface Drip Irrigation (SDI) laterals, a semi-empirical model using easily accessible data of the SDI system is proposed to predict the wetting patterns in both distribution and redistribution phases. The aforementioned model has been developed based on a novel approach that couples the governing equations of the lateral hydraulics with empirical equations derived by dimensional analysis.</p></div><div><h3>Methods</h3><p>To develop the model and evaluate its performance, three 16-mm drip line pipes with 0.2, 0.4, and 0.5 m emitter spacing, and 2–5 l/h discharge were placed at 0.20 m depth in a soil box filled with clay loam soil. Water was applied for 3 hours at 50, 100, and 150 kPa operating pressures, and the wetting patterns’ geometries were measured in each lateral after 1, 2, 3, and 24 h. The performance of the model was then assessed and compared with that of three other models.</p></div><div><h3>Results and conclusion</h3><p>The result demonstrated that the proposed model provides the most accurate estimations of the wetting depths and widths. RMSE and MAE statistical indexes of the wetting depth were 0.001–0.002 m and 0.004–0.009 m, respectively, whereas those associated with the wetting width were 0.001–0.003 m and 0.005–0.016 m, respectively. These values resulted in the lowest error when compared with the corresponding obtained from other well-known models. Consequently, the model allows acceptable predictions of the wetting patterns using accessible hydraulic parameters of the SDI system.</p></div><div><h3>Significance</h3><p>Uniquely, the results of the lateral hydraulic analysis were applied to determine the wetting front dimensions in this study. Also, the results demonstrated that the model was successful in wetting pattern prediction beneath the lateral as a line source. While other models usually are used to estimate the wetting front around a point source.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100020"},"PeriodicalIF":0.0,"publicationDate":"2024-06-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000188/pdfft?md5=e9ca3fea6e55c86cdd0a8dfb7137a9bc&pid=1-s2.0-S2950263224000188-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141238967","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Cleaner WaterPub Date : 2024-05-14DOI: 10.1016/j.clwat.2024.100016
Sobur Ahmed , Tasrina Rabia Choudhury , Md. Zahangir Alam , Mohammad Nurnabi
{"title":"Characterization and application of synthesized calcium alginate-graphene oxide for the removal of Cr3+, Cu2+ and Cd2+ ions from tannery effluents","authors":"Sobur Ahmed , Tasrina Rabia Choudhury , Md. Zahangir Alam , Mohammad Nurnabi","doi":"10.1016/j.clwat.2024.100016","DOIUrl":"10.1016/j.clwat.2024.100016","url":null,"abstract":"<div><p>Environmental sustainability has gained acceptance to achieving the goal of a secure ecosystem with a reliable management system. Heavy metal remediation of aqueous streams is of special concern due to the intractability and persistence in the environment. Adsorption is a potential alternative to the existing inefficient conventional technologies for the removal and recovery of metal ions from aqueous solutions and becomes vital to align with the Sustainable Development Goals (SDGs) and mitigate the adverse environmental and social impacts. Calcium Alginate-Graphene oxide (CA-GO) composite has been synthesized for the adsorption of heavy metals including Cr<sup>3+</sup>, Cu<sup>2+</sup>, and Cd<sup>2+</sup> ions from tannery effluents. Graphene oxide is prepared from commercial graphite powder and reacted with sodium alginate and calcium chloride to form the beads of CA-GO composite. The developed composite was characterized by FTIR, elemental analysis, SEM, XRD analysis, and Raman spectroscopy. Moreover, the effect of pH, adsorbent dosage, contact time, and initial concentration of metal ions on the adsorption capacity were investigated through batch experiments. At a pH>3.0 (pHzpc), the carboxyl group of CA-GO was deprotonated to make the surface negatively charged and facilitate metal adsorption. The optimum pH and maximum adsorption capacity of CA-GO for removal of Cr(III), Cu(II), and Cd(II) were 4.5, 6.0, and 7.0, and 90.58, 108.57, and 134.77 mg g<sup>−1</sup>, respectively. The kinetics, adsorption isotherms, and thermodynamics were studied to determine the adsorption mechanism. The kinetic of adsorption adopted the second-order model. Thermodynamic parameter were calculated and the adsorption process was determined to be exothermic and spontaneous at room temperature. The developed composite has been efficaciously applied for the removal of metal ions and pollution from real tannery effluents.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100016"},"PeriodicalIF":0.0,"publicationDate":"2024-05-14","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000140/pdfft?md5=ae15bc62317288b6e46fb4138571e7c5&pid=1-s2.0-S2950263224000140-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141033224","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Mapping of groundwater potential zones of Khordha District using GIS and AHP approaches","authors":"Abinash Sahoo , Rupsa Subhadarshini, Falguni Baliarsingh","doi":"10.1016/j.clwat.2024.100015","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100015","url":null,"abstract":"<div><p>The most dependable source of fresh water is groundwater. Groundwater supplies are severely threatened by a number of factors, including urbanization, industrialization, and population growth. The amount, quality and variables affecting groundwater supplies are significantly impacted by climate variability. The fall in groundwater levels is often exacerbated by poor quality surface water resources and unreliable monsoons. Therefore, in order to supplement the groundwater supply, it is important to locate and define the groundwater potential zone (GPZ). The analysis is conducted for the Khordha district, where groundwater rather is a primary source for agricultural uses. In order to determine the possible groundwater zones, many factors, including geomorphology, geology, elevation, slope, precipitation, soil type, soil texture, drainage density (DD), lineament density (LD), Land use/Land cover (LULC), and lineament density (LD), are constructed as separate layers in the geographical information system (GIS) backdrop. The multi-criteria decision-making technique and the Analytic Hierarchy Process (AHP), which enable pairwise evaluation of criteria impacting the potential zone, were utilized to establish the weights for the different layers and after that, the weighted overlay analysis (WOA) tool in ArcGIS10.8 was used to produce the final groundwater potential map. The output map of specified region was delineated into five new classes-very good, good, moderate, poor, and very poor of which 12% (325.1745 km<sup>2</sup>) falls under ‘very low’, 22% (603.9765 km<sup>2</sup>) under ‘low’, 26% (700.7715 km<sup>2</sup>) under ‘moderate’, 26% (694.2591 km<sup>2</sup>) under ‘high’, 14% (376.7553 km<sup>2</sup>) under ‘very high’. Approximately 1395 km<sup>2</sup> area concerning 52% of study region, falls under ‘high’ and ‘very high’ categories of GPZ. Validation of the generated GPWZ map was done with data acquired from Central groundwater board. The accuracy assessment was done by kappa coefficient error matrix, and based on overall accuracy, the obtained map was 81.538% accurate to field value. As dependable results were produced with the proposed methodology, future management plans incorporating natural and artificial recharge practices can be created in these locations with effectiveness.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100015"},"PeriodicalIF":0.0,"publicationDate":"2024-05-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000139/pdfft?md5=91b791604ebda93f8d4a9d926d52e325&pid=1-s2.0-S2950263224000139-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140948021","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
{"title":"Groundwater potential assessment in parts of Nnewi Industrial Zone: Implications for sustainable development and conservation","authors":"I.I. Obiadi, T.O. Emenaha, T.E. Onyebum, E.J. Amasiani, C.C. Mgbolu, F.M. Madu, G.C. Okeke","doi":"10.1016/j.clwat.2024.100014","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100014","url":null,"abstract":"<div><p>Integrated field geological and geophysical (Vertical Electrical Sounding VES and 2D Electrical Resistivity Tomography ERT) investigations were carried out in the Nnewi Industrial Zone, SE Nigeria to identify and characterize productive aquifer, aquifer hydraulic properties, and aquifer vulnerability. Data acquired from 17 VES points and across a profile line of about 800 m for the 2D ERT were processed, interpreted, and modeled. Results from the geologic mapping showed that the outcropping units are mainly the sandstone, shaly-sandstone, and less commonly shale of the Nanka and Ogwashi-Asaba Formations which are relatively permeable and offer poor protective cover to the underlying aquifer. Models from the resistivity data showed that the depth-to and thickness of the aquifer vary from 38.60 to 98.80 m and 30.10–177 m, respectively. Aquifer properties estimated from the geophysical data gave values ranging from 0.611127 m<sup>2</sup>/day to 246.6576 m<sup>2</sup>/day and 0.1609 m/day to 5.6325 m/day for transmissivity and hydraulic conductivity, respectively, and suggestive of low – moderate aquifer potential. Aquifer Protective Capacity APC distribution modeled from the longitudinal conductivity values, and the aquifer vulnerability modeled using the DRASTIC method indicate that the study area is characterized by poor – moderate APC and low – moderate – high aquifer vulnerability, respectively. Analysis shows that the modeled aquifer parameters, APC, and aquifer vulnerability have similar trend which tends to improve towards the southern and more specifically southeastern parts of the study area, suggesting that even though aquifer units were identified all through the study area, the southeastern parts are best suited for the development of groundwater exploitation schemes. Also, aquifer vulnerability model results recommend that proper and efficient waste disposal schemes are put in place to conserve groundwater quality from pollution from industrial waste since the aquifer in the area is relatively vulnerable.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100014"},"PeriodicalIF":0.0,"publicationDate":"2024-04-26","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000127/pdfft?md5=9dd93d4a4b048e3084968ef3b17b9f23&pid=1-s2.0-S2950263224000127-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140822529","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Cleaner WaterPub Date : 2024-03-29DOI: 10.1016/j.clwat.2024.100013
Qing Zhang , Tao Wang , Yujie He , Shengpeng Zuo , Zhongjing Zhao , Lu Zhang
{"title":"Large-scale preparation of N-doped microporous-dominated carbon-based adsorbents for efficient removal of Chromium(VI): The synergistic effect of different nitrogen configurations","authors":"Qing Zhang , Tao Wang , Yujie He , Shengpeng Zuo , Zhongjing Zhao , Lu Zhang","doi":"10.1016/j.clwat.2024.100013","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100013","url":null,"abstract":"<div><p>Carbon-based adsorbents with abundant resources, environmental friendliness, and sufficient adsorption sites have broad application prospects for efficient removal of Chromium (Cr(VI)) in aquatic environment. Pursuing a heavy metal adsorption material and advancing it from the laboratory to the actual water environment are of great importance. Herein, we developed a general synthesis strategy for large-scale preparation of N-doped microporous-dominated carbon-based adsorbents (NC-s) via a direct pyrolysis process of ethylene diamine tetraacetic acid tetrasodium. The NC-s samples had abundant microporous, different nitrogen configurations and large specific surface area (503 m<sup>2</sup> g<sup>−1</sup>). Due to these advantages, the NC sample prepared at 800 °C (NC-800) possessed high adsorption capacity toward Cr(VI) (167.3 mg g<sup>−1</sup>) toward Cr(VI), fast adsorption process (180 min), and good reusability. Through specific experiments and density functional theory (DFT) calculations, we proposed that the adsorption mechanism of NC-s samples was primarily determined by the ion exchange/electrostatic attraction-reduction-complexation synergy, and the mechanism included adsorption-reduction of Cr(VI) and immobilization of Cr(III). Graphitic-N and pyridinic-N adsorbed Cr(VI) in solution mainly by electrostatic attraction, while pyrrolic-N mainly reduced the toxicity primarily by reducing Cr(VI) to Cr(III). These insights prove that the nitrogen-doped porous carbon-based adsorbents prepared in this study can effectively reduce Cr(VI) pollution in water environment.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100013"},"PeriodicalIF":0.0,"publicationDate":"2024-03-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000115/pdfft?md5=4832f3486e279ac84ed0f5efc402b522&pid=1-s2.0-S2950263224000115-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140339686","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Cleaner WaterPub Date : 2024-03-08DOI: 10.1016/j.clwat.2024.100012
Ryan Cronk , J. Wren Tracy , Jamie Bartram
{"title":"The influence of seasonality and multiple water source use on household water service levels","authors":"Ryan Cronk , J. Wren Tracy , Jamie Bartram","doi":"10.1016/j.clwat.2024.100012","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100012","url":null,"abstract":"<div><p>Universal access to safely managed drinking water (SMDW) is important for human health, well-being, and development. It is reflected in Sustainable Development Goal (SDG) 6. In rural areas of low- and middle-income countries, 1.9 billion people lack access to SMDW. Multiple water source use and seasonal source switching may negate health and development gains from SMDW. Hence, achieving SDG 6 requires a better understanding of how these factors relate to household service levels. We explored this using data from 37,105 household surveys and 6395 household drinking water samples collected from rural areas of 14 low- and middle-income countries (Ethiopia, Ghana, Honduras, India, Kenya, Malawi, Mali, Mozambique, Niger, Rwanda, Tanzania, Uganda, Zambia, Zimbabwe). A different primary water source was used in the rainy and dry seasons by 10% of households; seasonal source switching was most common in Kenyan households (29%) and least common in Zambian households (3%). Twenty-three percent of households used a secondary water source, and 37% of these secondary sources were unimproved (e.g., unprotected dug wells and surface water). Sixty-nine percent of household water samples contained <em>E. coli</em>. In 11 of 14 countries studied, fecally contaminated water was the water service parameter preventing households from having SMDW free from fecal contamination at the point of use. Overall, 7% of households had access to SMDW free from contamination at the point of use. Our results confirm that the WHO/UNICEF Joint Monitoring Programme for Water Supply, Sanitation, and Hygiene (JMP) substantively overstate the population benefiting from safely managed drinking water, and their reporting statistics should be interpreted with caution. Seasonal source switching and secondary water source use have an important influence in some countries and should be accounted for in monitoring and programming activities.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100012"},"PeriodicalIF":0.0,"publicationDate":"2024-03-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000103/pdfft?md5=3f90a446b6d87f6a695c1be257cb4e59&pid=1-s2.0-S2950263224000103-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140113458","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Cleaner WaterPub Date : 2024-02-28DOI: 10.1016/j.clwat.2024.100011
Arijit Ghosh, Biswajit Bera
{"title":"Identification of potential dam sites for severe water crisis management in semi-arid fluoride contaminated region, India","authors":"Arijit Ghosh, Biswajit Bera","doi":"10.1016/j.clwat.2024.100011","DOIUrl":"https://doi.org/10.1016/j.clwat.2024.100011","url":null,"abstract":"<div><p>Pressure on freshwater resources is tremendously increasing due to large-scale global population explosion, socio-economic development, climate change and infrastructural development worldwide. The study area faces severe water crisis, groundwater fluoride contamination, and high drought frequency. Thus, the principal objectives are i) to assess the recent surface and subsurface water dynamics in this plateau fringe using satellite datasets on Google Earth Engine (GEE) and ii) to demarcate the suitable sites for dam construction to manage the severe water crisis and substitute drinking water sources. Satellite datasets such as Sentinel 2 and Gravity Recovery and Climate Experiment (GRACE) have been used to access the surface and groundwater dynamics. Numerous criteria or influencing factors including geology, geomorphology, lineament, elevation, slope, rainfall, land use/land cover, soil, stream density, normalized vegetation index (NDVI), and distance from the river have been considered to demarcate the suitable sites for new dam site suitability. In this study, four advanced machine learning models namely support vector machine (SVM), random forest (RF), logistic regression (LR) and gradient boosting (XGBoost) have been applied to recommend suitable sites for dam construction. Average surface water changes from 157.375 km<sup>2</sup> (2012–2016) to 156.185 km<sup>2</sup>(2017–2022). Estimated water thickness (EWT) values vary from 28.58 cm to −27.07 cm (2002–2017). In case of soil moisture (SM), the lowest value (2.4 cm) was in June 2009, and the highest (21.51 cm) was in September 2003. After the deduction of SM from EWS, it specifies that maximum groundwater storage (9.48 cm) occurred in July 2004 whereas a minimum (-30.21 cm) in March 2016. Dam site suitability results denote that 10% of areas come under the very high suitable for surface and subsurface dam construction. The area under curve (AUC) values of SVM, RF, LR, and XGBoost are 0.94, 0.95, 0.91, and 0.92 respectively. Therefore, the RF model has comparatively higher values regarding model performance. The output of this research will be advantageous to define suitable places for new dam construction and sustainable water resource management in semi-arid environment.</p></div>","PeriodicalId":100257,"journal":{"name":"Cleaner Water","volume":"1 ","pages":"Article 100011"},"PeriodicalIF":0.0,"publicationDate":"2024-02-28","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S2950263224000097/pdfft?md5=928172b1106ad7bc943730069be2cb58&pid=1-s2.0-S2950263224000097-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140024176","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}