A. Upadhyaya, P. Jeet, A. K. Singh, P. K. Sundaram
In recent years, inequality in the distribution of tube wells and non-availability or non-accessibility of canal water during the rabi season leads to a lack of economic value fixation of irrigation water to crops. The main objective of this paper is to calculate the economic value of irrigation water for major crops in the Paliganj distributary of the Sone canal system and the Nalanda corridor site of tube well irrigation, Bihar, India using the Residual Value Method (RVM). Results revealed that the average irrigation water economic value on the basis of applied irrigation through the canal and tube well in the Paliganj distributary for rice, kharif maize, wheat, lentil, khesari, gram, rabi maize, potato, onion, and green gram crops was assessed as 3.73, 22.60, 11.67, 21.50, 27.42, 23.27, 14.75, 98.06, 84.92, and 27.17 Rs./m3, respectively. In the Nalanda corridor, the average irrigation water economic value of rice, kharif maize, wheat, lentil, gram, pea, mustard, potato, rabi maize, and green gram crops was assessed as 12.54, 24.61, 18.71, 44.15, 39.53, 37.85, 32.35, 96.93, 15.44, and 30.25 Rs./m3, respectively.
{"title":"Estimation of the economic value of irrigation water in canal and tube well command areas","authors":"A. Upadhyaya, P. Jeet, A. K. Singh, P. K. Sundaram","doi":"10.2166/h2oj.2023.011","DOIUrl":"https://doi.org/10.2166/h2oj.2023.011","url":null,"abstract":"\u0000 In recent years, inequality in the distribution of tube wells and non-availability or non-accessibility of canal water during the rabi season leads to a lack of economic value fixation of irrigation water to crops. The main objective of this paper is to calculate the economic value of irrigation water for major crops in the Paliganj distributary of the Sone canal system and the Nalanda corridor site of tube well irrigation, Bihar, India using the Residual Value Method (RVM). Results revealed that the average irrigation water economic value on the basis of applied irrigation through the canal and tube well in the Paliganj distributary for rice, kharif maize, wheat, lentil, khesari, gram, rabi maize, potato, onion, and green gram crops was assessed as 3.73, 22.60, 11.67, 21.50, 27.42, 23.27, 14.75, 98.06, 84.92, and 27.17 Rs./m3, respectively. In the Nalanda corridor, the average irrigation water economic value of rice, kharif maize, wheat, lentil, gram, pea, mustard, potato, rabi maize, and green gram crops was assessed as 12.54, 24.61, 18.71, 44.15, 39.53, 37.85, 32.35, 96.93, 15.44, and 30.25 Rs./m3, respectively.","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-04-04","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46886432","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
M. H. Molla, M. Chowdhury, M. Muhibbullah, Kazi Md. Barkat Ali, Md. Habibur Rahman Bhuiyan, Suman Das, A. Morshed, Jewel Das, S. Islam
This is empirical research that focuses on the urban water ecosystems in the humid tropics of South Asia. The purpose of the study was to evaluate the quality of drinking water in the urban water bodies (UWBs) of Chittagong Metropolitan City (CMC), Bangladesh. The field data was centered on the analysis and depiction of twenty-three (23) water quality parameters, collected from twenty-one (21) spatial observation units. Analytic tools include suitability analysis, correlation matrix, principal component analysis (PCA), and cluster analysis (CA) as a means to an end. The data were analyzed using SPSS. The analysis reveals that drinking water quality in studied UWBs was inappropriate during the monsoon season. Parameters that crossed the extreme permissible concentration incorporate EC, BOD, COD, Turbidity, Nitrate, Total coliform, and Fecal coliform. The PCA extracted four factors (PC1–4) with an eigenvalue of 10.23, explaining 73.1% of the total variation in the dataset in cumulative terms. The CA recognized three (3) broad groups of the sampling stations. Group A represents nine cases, suffering the most from pollution concentration in CMC. Awareness building at all levels is advocated to improve clean water sources, increase service provision, and ensure public health safeguards.
{"title":"Suitability of drinking water quality in Chittagong Metropolitan City, Bangladesh: a research on urban water bodies (UWBs) using multivariate analytic techniques","authors":"M. H. Molla, M. Chowdhury, M. Muhibbullah, Kazi Md. Barkat Ali, Md. Habibur Rahman Bhuiyan, Suman Das, A. Morshed, Jewel Das, S. Islam","doi":"10.2166/h2oj.2023.015","DOIUrl":"https://doi.org/10.2166/h2oj.2023.015","url":null,"abstract":"\u0000 This is empirical research that focuses on the urban water ecosystems in the humid tropics of South Asia. The purpose of the study was to evaluate the quality of drinking water in the urban water bodies (UWBs) of Chittagong Metropolitan City (CMC), Bangladesh. The field data was centered on the analysis and depiction of twenty-three (23) water quality parameters, collected from twenty-one (21) spatial observation units. Analytic tools include suitability analysis, correlation matrix, principal component analysis (PCA), and cluster analysis (CA) as a means to an end. The data were analyzed using SPSS. The analysis reveals that drinking water quality in studied UWBs was inappropriate during the monsoon season. Parameters that crossed the extreme permissible concentration incorporate EC, BOD, COD, Turbidity, Nitrate, Total coliform, and Fecal coliform. The PCA extracted four factors (PC1–4) with an eigenvalue of 10.23, explaining 73.1% of the total variation in the dataset in cumulative terms. The CA recognized three (3) broad groups of the sampling stations. Group A represents nine cases, suffering the most from pollution concentration in CMC. Awareness building at all levels is advocated to improve clean water sources, increase service provision, and ensure public health safeguards.","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-03-30","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41799135","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
T. Dalu, Nelisiwe Ngomane, F. Dondofema, Ross N. Cuthbert
Microplastics have become a major environmental concern around the world due to their potential impact on ecosystem functioning and biota. Microplastics enter freshwater systems through a variety of sources, with wastewater treatment work discharges being the most important source. The study aimed to determine the seasonal (i.e., hot–wet, cool–dry) variation in water and sediment microplastic abundances up- and down-stream of wastewater treatment works across two subtropical river systems (i.e., Crocodile and Luvuvhu) in South Africa. Overall, we found that microplastic type and distribution often did not show clear seasonal and site variation, hence microplastics were widespread across the studied systems and microplastic concentrations did not relate clearly to wastewater treatment works as further indicated by microplastic risk assessments which indicated high pollution loads upstream. The non-metric multidimensional scaling ordination based on microplastic densities for water and sediment discriminated slightly among systems, with major overlaps across the different locations and seasons. As a result, the current research indicates that seasonal context influences differences in microplastic concentrations, with the hot–wet season being associated with the high pollution loads, particularly within the sediments where this was more pronounced indicating the sink-source effect which is linked to sediments and not water.
{"title":"Water or sediment? Assessing seasonal microplastic accumulation from wastewater treatment works","authors":"T. Dalu, Nelisiwe Ngomane, F. Dondofema, Ross N. Cuthbert","doi":"10.2166/h2oj.2023.017","DOIUrl":"https://doi.org/10.2166/h2oj.2023.017","url":null,"abstract":"\u0000 Microplastics have become a major environmental concern around the world due to their potential impact on ecosystem functioning and biota. Microplastics enter freshwater systems through a variety of sources, with wastewater treatment work discharges being the most important source. The study aimed to determine the seasonal (i.e., hot–wet, cool–dry) variation in water and sediment microplastic abundances up- and down-stream of wastewater treatment works across two subtropical river systems (i.e., Crocodile and Luvuvhu) in South Africa. Overall, we found that microplastic type and distribution often did not show clear seasonal and site variation, hence microplastics were widespread across the studied systems and microplastic concentrations did not relate clearly to wastewater treatment works as further indicated by microplastic risk assessments which indicated high pollution loads upstream. The non-metric multidimensional scaling ordination based on microplastic densities for water and sediment discriminated slightly among systems, with major overlaps across the different locations and seasons. As a result, the current research indicates that seasonal context influences differences in microplastic concentrations, with the hot–wet season being associated with the high pollution loads, particularly within the sediments where this was more pronounced indicating the sink-source effect which is linked to sediments and not water.","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-03-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47948286","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The coastal catchment of Wadi Gaza is the main surface water basin that flows down to Gaza coastal plain zone and drains into the Mediterranean Sea. The modeling-based assessment of the hydrological system is an essential endeavor for managing water resources and ensuring water security for the transnationally shared Wadi Gaza basin and defining water resources rights. The hydrological simulation of the basin was performed using the SWAT model from 1984 to 2020. The outputs of the simulation refer to an average discharge that varies between zero in the summer months and about 15 m3/s in the winter with a maximum recorded discharge of about 130 m3/s. The sediments and nutrient transport indicate to valuable quantities might reach the downstream area of the wadi Gaza stream where on average about 3,673, 177, and 62 tons per month of sediments, total nitrogen (TN), and total phosphorus (TP), respectively, are received at the downstream point. Through the rainy seasons, for the nitrogen sources, the average monthly contents were 4, 13, and 1 ton for nitrate (NO3).
{"title":"Estimation of nutrient fluxes from the flooding of the Wadi Gaza catchment into the Mediterranean Sea","authors":"Hassan Al-Najjar, A. Purnama, Korhan Özkan","doi":"10.2166/h2oj.2023.053","DOIUrl":"https://doi.org/10.2166/h2oj.2023.053","url":null,"abstract":"\u0000 The coastal catchment of Wadi Gaza is the main surface water basin that flows down to Gaza coastal plain zone and drains into the Mediterranean Sea. The modeling-based assessment of the hydrological system is an essential endeavor for managing water resources and ensuring water security for the transnationally shared Wadi Gaza basin and defining water resources rights. The hydrological simulation of the basin was performed using the SWAT model from 1984 to 2020. The outputs of the simulation refer to an average discharge that varies between zero in the summer months and about 15 m3/s in the winter with a maximum recorded discharge of about 130 m3/s. The sediments and nutrient transport indicate to valuable quantities might reach the downstream area of the wadi Gaza stream where on average about 3,673, 177, and 62 tons per month of sediments, total nitrogen (TN), and total phosphorus (TP), respectively, are received at the downstream point. Through the rainy seasons, for the nitrogen sources, the average monthly contents were 4, 13, and 1 ton for nitrate (NO3).","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-03-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"41302383","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Developing countries require simple low-technology methods to desalinate drinking water. Passive solar stills are an example of a simple low-technology innovation that can desalinate saline water for small populations. Compared to single-chamber solar stills, double-chamber solar stills have the potential of increasing the yield of solar stills due to an increased condensation surface area. An experiment was carried out to determine the optimal angle of double-chamber solar stills. The set-up comprised double-chamber solar stills with angles of 10°, 20°, 30° and 40°, with a control set-up of a 20° single-chamber solar still. The experiment was conducted in January 2022 at Juja in Kiambu County, Kenya. The double-chamber solar stills comprised an evaporation chamber and a condensation chamber. The dimensions of the chambers were 0.5 m × 0.5 m with a height of 0.25 m. The main assumptions were that there existed steady-state conditions and that the solar still was leakproof. The research found that the 40° double-chamber solar still had the highest yield of 3.756 l/m2/day and the 10° double-chamber solar still had the least yield of 1.644 l/m2/day. Comparing the 20° double-chamber still and the 20° single-chamber still (control), the double-chamber solar still had a higher external efficiency.
{"title":"Optimization of the geometry of double-chamber basin-type passive solar stills to maximize yield","authors":"Kelvin Mutevu Mwanzia, S. Ondimu, P. Ajwang","doi":"10.2166/h2oj.2023.060","DOIUrl":"https://doi.org/10.2166/h2oj.2023.060","url":null,"abstract":"\u0000 Developing countries require simple low-technology methods to desalinate drinking water. Passive solar stills are an example of a simple low-technology innovation that can desalinate saline water for small populations. Compared to single-chamber solar stills, double-chamber solar stills have the potential of increasing the yield of solar stills due to an increased condensation surface area. An experiment was carried out to determine the optimal angle of double-chamber solar stills. The set-up comprised double-chamber solar stills with angles of 10°, 20°, 30° and 40°, with a control set-up of a 20° single-chamber solar still. The experiment was conducted in January 2022 at Juja in Kiambu County, Kenya. The double-chamber solar stills comprised an evaporation chamber and a condensation chamber. The dimensions of the chambers were 0.5 m × 0.5 m with a height of 0.25 m. The main assumptions were that there existed steady-state conditions and that the solar still was leakproof. The research found that the 40° double-chamber solar still had the highest yield of 3.756 l/m2/day and the 10° double-chamber solar still had the least yield of 1.644 l/m2/day. Comparing the 20° double-chamber still and the 20° single-chamber still (control), the double-chamber solar still had a higher external efficiency.","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-03-24","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45451386","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Ayrat Hafizov, Lilia Kamaletdinova, A. Khazipova, Alexander Komissarov, D. Kutliyarov
The paper presents an analysis of long-term dynamics and current trends in the hydrochemistry of the Pavlovsky Reservoir by 10 chemical indicators at seven water intake points. The choice of 10 chemical elements was justified in previous studies mentioned in the paper. This approach allows using the observation data of the Bashkir FSBI (Federal State Budgetary Institution Bashkir Hydrometeorology and Environmental Monitoring Department), previous studies conducted in 1986–88 and in 2000 and the results of the present research (2018–2019) making it possible to track the dynamics of changes in the hydrochemical composition of water over 30 years (from 1986 to 2018). It was revealed that throughout the reservoir, from its beginning to the upper reaches, the content of Sr2+, Mn2+ and petroleum products in the water decreases; Zn2+, Hg2+, phenols and organic substances increase; Fe total (Fe2+ + Fe3+), P total are evenly distributed (according to PO43-), Cu2+. The study of the features of the long-term dynamics of the hydrochemical indicators of the Pavlovsky Reservoir allows for determining trends in the state of the ecosystem of the water body and proposes measures to preserve the operational properties of the reservoir.
{"title":"Current trends in chemical hydrology of the Pavlovsky Reservoir on the Ufa River","authors":"Ayrat Hafizov, Lilia Kamaletdinova, A. Khazipova, Alexander Komissarov, D. Kutliyarov","doi":"10.2166/h2oj.2023.065","DOIUrl":"https://doi.org/10.2166/h2oj.2023.065","url":null,"abstract":"\u0000 The paper presents an analysis of long-term dynamics and current trends in the hydrochemistry of the Pavlovsky Reservoir by 10 chemical indicators at seven water intake points. The choice of 10 chemical elements was justified in previous studies mentioned in the paper. This approach allows using the observation data of the Bashkir FSBI (Federal State Budgetary Institution Bashkir Hydrometeorology and Environmental Monitoring Department), previous studies conducted in 1986–88 and in 2000 and the results of the present research (2018–2019) making it possible to track the dynamics of changes in the hydrochemical composition of water over 30 years (from 1986 to 2018). It was revealed that throughout the reservoir, from its beginning to the upper reaches, the content of Sr2+, Mn2+ and petroleum products in the water decreases; Zn2+, Hg2+, phenols and organic substances increase; Fe total (Fe2+ + Fe3+), P total are evenly distributed (according to PO43-), Cu2+. The study of the features of the long-term dynamics of the hydrochemical indicators of the Pavlovsky Reservoir allows for determining trends in the state of the ecosystem of the water body and proposes measures to preserve the operational properties of the reservoir.","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-03-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"48902446","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Reda Elkacmi, R. Zahnoune, Radouane El Amri, O. Boudouch
Using chloroquine (CQ) as a provisional treatment for COVID-19 patients generates more pharmaceutical waste, posing a potential environmental threat. The present study evaluates the feasibility of the electrocoagulation (EC) process in removing CQ from an aqueous solution. The experiment was performed in a laboratory-scale stirred tank reactor (STR). The effects of operating conditions were investigated. Equilibrium and kinetic experiments were also performed to describe CQ adsorption. The results showed that increasing both the applied current density and the EC reaction time increases the removal efficiency of CQ. The results showed that 95% of CQ removal efficiency was achieved at a current density of 66.89 mA/cm2, 600 rpm of agitation rate, 60 min of electrolysis time, an initial CQ concentration of 3 mg/L, and a pH of 6.5. For equilibrium and kinetic studies, the Langmuir isotherm and the pseudo-second-order provided the best fit to the experimental data. The optimal operating conditions led to a specific amount of dissolved aluminum electrodes and a specific energy consumption of 0.228 kg/m3 and 12.243 kWh/m3. These results suggest that the EC process is an excellent tool for effectively degrading CQ from wastewater with a low operating cost (2.48 USD/m3).
{"title":"Application of electrocoagulation process for the removal of chloroquine from an aqueous solution","authors":"Reda Elkacmi, R. Zahnoune, Radouane El Amri, O. Boudouch","doi":"10.2166/h2oj.2023.016","DOIUrl":"https://doi.org/10.2166/h2oj.2023.016","url":null,"abstract":"\u0000 Using chloroquine (CQ) as a provisional treatment for COVID-19 patients generates more pharmaceutical waste, posing a potential environmental threat. The present study evaluates the feasibility of the electrocoagulation (EC) process in removing CQ from an aqueous solution. The experiment was performed in a laboratory-scale stirred tank reactor (STR). The effects of operating conditions were investigated. Equilibrium and kinetic experiments were also performed to describe CQ adsorption. The results showed that increasing both the applied current density and the EC reaction time increases the removal efficiency of CQ. The results showed that 95% of CQ removal efficiency was achieved at a current density of 66.89 mA/cm2, 600 rpm of agitation rate, 60 min of electrolysis time, an initial CQ concentration of 3 mg/L, and a pH of 6.5. For equilibrium and kinetic studies, the Langmuir isotherm and the pseudo-second-order provided the best fit to the experimental data. The optimal operating conditions led to a specific amount of dissolved aluminum electrodes and a specific energy consumption of 0.228 kg/m3 and 12.243 kWh/m3. These results suggest that the EC process is an excellent tool for effectively degrading CQ from wastewater with a low operating cost (2.48 USD/m3).","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-03-17","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"44646755","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Land use/land cover (LULC) is a key influencer for runoff generation and the estimation of evapotranspiration in the hydrology of watersheds. Therefore, it is essential to use accurate and reliable LULC data in hydrological modelling. Ground-based data deficiencies are a big challenge in most parts of developing countries and remote areas around the globe. The main objective of this research was to evaluate the accuracy of LULC data from two different sources in hydrological modelling using the soil and water assessment tool (SWAT). The first LULC data was prepared by the classification of Landsat 8 satellite imagery, and the second LULC data was extracted from the ESRI 2020 global LULC dataset. The study was conducted on the Kokcha Watershed, a mountainous basin partly covered by permanent snow and glaciers. The accuracy assessment was done based on a comparison between observed river discharge and simulated river flow, utilizing each LULC dataset separately. After calibration and validation of the models, the acquired result was approximately similar and slightly (5.5%) different. However, due to the higher resolution and easily accessible ESRI 2020 dataset, it is recommended to use ESRI 2020 in hydrological modelling using the SWAT model.
{"title":"Evaluation of land use/land cover datasets in hydrological modelling using the SWAT model","authors":"Sayed Amir Alawi, Sevinç Özkul","doi":"10.2166/h2oj.2023.062","DOIUrl":"https://doi.org/10.2166/h2oj.2023.062","url":null,"abstract":"\u0000 Land use/land cover (LULC) is a key influencer for runoff generation and the estimation of evapotranspiration in the hydrology of watersheds. Therefore, it is essential to use accurate and reliable LULC data in hydrological modelling. Ground-based data deficiencies are a big challenge in most parts of developing countries and remote areas around the globe. The main objective of this research was to evaluate the accuracy of LULC data from two different sources in hydrological modelling using the soil and water assessment tool (SWAT). The first LULC data was prepared by the classification of Landsat 8 satellite imagery, and the second LULC data was extracted from the ESRI 2020 global LULC dataset. The study was conducted on the Kokcha Watershed, a mountainous basin partly covered by permanent snow and glaciers. The accuracy assessment was done based on a comparison between observed river discharge and simulated river flow, utilizing each LULC dataset separately. After calibration and validation of the models, the acquired result was approximately similar and slightly (5.5%) different. However, due to the higher resolution and easily accessible ESRI 2020 dataset, it is recommended to use ESRI 2020 in hydrological modelling using the SWAT model.","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-03-08","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"45915090","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Recently, microplastic (MP) contamination of the aquatic environment has been reported. Marine MP pollution (especially terrestrial-sourced MPs derived from vehicle tires) is considered a global problem because marine organisms may ingest toxic substances. In this study, we analyzed the generation and occurrence of tire-derived MPs (TMPs) that originate from tire dust on roadways and also focused on driving behavior. The results suggested that the number of TMPs increased in proportion to the increase in traffic volume within the range of 10,000–30,000 vehicles/day. The influence of driving behavior was explored by comparing the number of TMPs at distances of 30, 50 and 70 m from the stop line and by assuming a difference in braking behavior. Traffic video was recorded in conjunction with sampling and was analyzed in parallel with the TMPs. The results demonstrated that brakes were applied for an acceleration rate of over −10 m/s2 at distances of 60 and 80 m from the stop line, which resulted in an approximate increase of 28% in the number of TMPs at approximately 70 m. With these results, it can be concluded that the number of TMPs increases due to the traffic volume and braking behavior.
{"title":"Occurrence of tire-derived microplastics (TMPs) focusing on driving behavior","authors":"Chisato Nishimagi, Masami Yanagihara, Yiming Fang, Hiroshi Sakai","doi":"10.2166/h2oj.2023.058","DOIUrl":"https://doi.org/10.2166/h2oj.2023.058","url":null,"abstract":"\u0000 Recently, microplastic (MP) contamination of the aquatic environment has been reported. Marine MP pollution (especially terrestrial-sourced MPs derived from vehicle tires) is considered a global problem because marine organisms may ingest toxic substances. In this study, we analyzed the generation and occurrence of tire-derived MPs (TMPs) that originate from tire dust on roadways and also focused on driving behavior. The results suggested that the number of TMPs increased in proportion to the increase in traffic volume within the range of 10,000–30,000 vehicles/day. The influence of driving behavior was explored by comparing the number of TMPs at distances of 30, 50 and 70 m from the stop line and by assuming a difference in braking behavior. Traffic video was recorded in conjunction with sampling and was analyzed in parallel with the TMPs. The results demonstrated that brakes were applied for an acceleration rate of over −10 m/s2 at distances of 60 and 80 m from the stop line, which resulted in an approximate increase of 28% in the number of TMPs at approximately 70 m. With these results, it can be concluded that the number of TMPs increases due to the traffic volume and braking behavior.","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-02-20","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"47836237","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The provision of potable water is a global challenge. Infections caused by drinking contaminated water are a regular occurrence in developing countries. This study was carried out to determine Gram-negative bacterial distribution and antibiotic resistance in potable water from hand-dug wells within Iwo, Nigeria. Thirty hand-dug wells were randomly selected within Iwo for sampling carried out between October and December 2018. Bacteria identification was carried out using standard methods. The most probable number (MPN) and antibiotic resistance profile as well as Multiple Antibiotic Resistance Index (MARI) for these isolates were determined in addition to studying their haemolysis patterns on blood agar. Results showed that all the water samples from these hand-dug wells were highly contaminated. The highest value >1,100+ was recorded for 21 samples. In addition, 11 genera of bacteria were isolated: Citrobacter, Enterobacter, Escherichia, Klebsiella, Morganella, Neisseria, Proteus, Providencia, Salmonella, Serratia and Pseudomonas. Antibiotic resistance to cefixime and cefuroxime were 92.6 and 90.9%, respectively. One hundred and sixty-nine (96.6%) isolates had a MARI greater than 0.2 and all showed haemolysis. Ingestion of this contaminated water has major public health implications. Hence, it is advisable that every individual should embark on in-house water treatment to avoid water-borne diseases.
{"title":"Distribution of multiple antibiotic-resistant Gram-negative bacteria in potable water from hand-dug wells in Iwo, Nigeria","authors":"B. Atobatele, A. Owoseni","doi":"10.2166/h2oj.2023.043","DOIUrl":"https://doi.org/10.2166/h2oj.2023.043","url":null,"abstract":"\u0000 The provision of potable water is a global challenge. Infections caused by drinking contaminated water are a regular occurrence in developing countries. This study was carried out to determine Gram-negative bacterial distribution and antibiotic resistance in potable water from hand-dug wells within Iwo, Nigeria. Thirty hand-dug wells were randomly selected within Iwo for sampling carried out between October and December 2018. Bacteria identification was carried out using standard methods. The most probable number (MPN) and antibiotic resistance profile as well as Multiple Antibiotic Resistance Index (MARI) for these isolates were determined in addition to studying their haemolysis patterns on blood agar. Results showed that all the water samples from these hand-dug wells were highly contaminated. The highest value >1,100+ was recorded for 21 samples. In addition, 11 genera of bacteria were isolated: Citrobacter, Enterobacter, Escherichia, Klebsiella, Morganella, Neisseria, Proteus, Providencia, Salmonella, Serratia and Pseudomonas. Antibiotic resistance to cefixime and cefuroxime were 92.6 and 90.9%, respectively. One hundred and sixty-nine (96.6%) isolates had a MARI greater than 0.2 and all showed haemolysis. Ingestion of this contaminated water has major public health implications. Hence, it is advisable that every individual should embark on in-house water treatment to avoid water-borne diseases.","PeriodicalId":36060,"journal":{"name":"H2Open Journal","volume":null,"pages":null},"PeriodicalIF":2.1,"publicationDate":"2023-02-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"46444155","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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