Nelson Andrés Losada-Rodríguez, J. L. Marín-Muñiz, María del Carmen Celis-Pérez, S. Zamora-Castro, Gonzalo Ortega-Pineda, Irma Zitácuaro-Contreras
Constructed Wetlands (CWs) are a type of nature-based solution that uses ecological engineering to treat wastewater. The legal feasibility of implementing CWs as a treatment system in urban residential areas has been researched in various Latin American countries, including Chile, Peru, Colombia, Panama, and Guatemala. However, research regarding the legal feasibility of implementing CWs in urban areas, particularly in Multifamily Housing Units of Social Interest (MHUSI) in Mexico, was not found. Thus, this research aims to analyze the legal feasibility of CWs as wastewater treatment systems in the MHUSI of Xalapa, Veracruz, Mexico. To achieve this objective, a qualitative exploratory study was conducted. The study involved a documentary investigation to gather information about the background of the research, as well as content analysis to scrutinize legal documents such as laws, regulations, decrees, and Mexican Official Standards. The documental research focused on the search for regulatory documents, such as laws, regulations, decrees and standards, both at the federal level and at the state and municipal level. The content analysis focused on identifying the subsections, fractions and articles of the regulations found on water and sanitation, environmental impact and urban development applicable to the wastewater treatment systems of the MHUSI of Xalapa, Veracruz, Mexico. The research revealed that in Mexico, regulations mandate MHUSI to have a treatment plant in situations where it is not feasible to connect to the municipal sewage network. However, the use of CWs on a large scale to mitigate pollution from discharges has not been identified as a solution. After careful analysis, it has been determined that installing CWs wastewater treatment systems in MHUSI is legally feasible. In Veracruz, in terms of environmental impact, wastewater treatment systems no require an Environmental Impact Statement, which simplifies the procedures for this type of systems. In terms of urban development, MHUSI must incorporate a wastewater treatment system into their infrastructure. Regarding water and sanitation, no restrictions were found beyond guaranteeing compliance with the maximum permissible limits of contaminants established in Mexican standards. Finally, it was found that CWs are a method accepted by CONAGUA for the treatment of wastewater; in addition, this entity has a published manual and an inventory that includes them as a recognized process. However, it is crucial to ensure that the operation of these systems adheres to the regulations governing environmental impact and the permissible levels of contaminants in wastewater discharges to municipal sewage networks. This study is the first in Mexico to examine the legal viability of CWs as wastewater treatment systems in urban environments, specifically in MHUSI, providing a background that can contribute to the development of policies and regulations in this field. It is recommended to carry ou
{"title":"Factibilidad legal del uso de humedales construidos para el tratamiento de aguas residuales en viviendas de interés social en Xalapa, Veracruz, México.","authors":"Nelson Andrés Losada-Rodríguez, J. L. Marín-Muñiz, María del Carmen Celis-Pérez, S. Zamora-Castro, Gonzalo Ortega-Pineda, Irma Zitácuaro-Contreras","doi":"10.56845/rebs.v6i2.102","DOIUrl":"https://doi.org/10.56845/rebs.v6i2.102","url":null,"abstract":"\u0000Constructed Wetlands (CWs) are a type of nature-based solution that uses ecological engineering to treat wastewater. The legal feasibility of implementing CWs as a treatment system in urban residential areas has been researched in various Latin American countries, including Chile, Peru, Colombia, Panama, and Guatemala. However, research regarding the legal feasibility of implementing CWs in urban areas, particularly in Multifamily Housing Units of Social Interest (MHUSI) in Mexico, was not found. Thus, this research aims to analyze the legal feasibility of CWs as wastewater treatment systems in the MHUSI of Xalapa, Veracruz, Mexico. To achieve this objective, a qualitative exploratory study was conducted. The study involved a documentary investigation to gather information about the background of the research, as well as content analysis to scrutinize legal documents such as laws, regulations, decrees, and Mexican Official Standards. The documental research focused on the search for regulatory documents, such as laws, regulations, decrees and standards, both at the federal level and at the state and municipal level. The content analysis focused on identifying the subsections, fractions and articles of the regulations found on water and sanitation, environmental impact and urban development applicable to the wastewater treatment systems of the MHUSI of Xalapa, Veracruz, Mexico. The research revealed that in Mexico, regulations mandate MHUSI to have a treatment plant in situations where it is not feasible to connect to the municipal sewage network. However, the use of CWs on a large scale to mitigate pollution from discharges has not been identified as a solution. After careful analysis, it has been determined that installing CWs wastewater treatment systems in MHUSI is legally feasible. In Veracruz, in terms of environmental impact, wastewater treatment systems no require an Environmental Impact Statement, which simplifies the procedures for this type of systems. In terms of urban development, MHUSI must incorporate a wastewater treatment system into their infrastructure. Regarding water and sanitation, no restrictions were found beyond guaranteeing compliance with the maximum permissible limits of contaminants established in Mexican standards. Finally, it was found that CWs are a method accepted by CONAGUA for the treatment of wastewater; in addition, this entity has a published manual and an inventory that includes them as a recognized process. However, it is crucial to ensure that the operation of these systems adheres to the regulations governing environmental impact and the permissible levels of contaminants in wastewater discharges to municipal sewage networks. This study is the first in Mexico to examine the legal viability of CWs as wastewater treatment systems in urban environments, specifically in MHUSI, providing a background that can contribute to the development of policies and regulations in this field. It is recommended to carry ou","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":" 4","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-07-16","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141832871","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}
Minerva Angela Uribe-Rivera, Juana Claudia Leyva Aguilera, Mariana Villada Canela, Carlos Francisco Peynador Sánchez, Miguel Briones Salas, Cris D. Hein
Wind energy development has expanded the fastest globally among all renewable sources during the last 20 years. However, wind farms have documented adverse impacts on bats, including mortality from collisions with turbine blades and disruptions to habitat and behavior. As the world's sixth most attractive economy for renewables, with 70 operating wind farms, Mexico and its bats now face escalating threats from the country's burgeoning wind industry. Despite this rapid growth, few studies have analyzed Mexico's regulatory framework to prevent, evaluate, and mitigate wind farm effects on bats. In this study, we reviewed Mexican laws and treaties that facilitate wind farm permitting, construction, operation, and decommissioning, and searched for guidelines that specifically address bat conservation. We found eight international pacts that promote wind power adoption along with three relevant articles in Mexico's Constitution. The General Law of Ecological Balance and Environmental Protection proved most pertinent for impact management. Supplementary guidelines from the Ministry of Environment and Natural Resources offer general strategies for evaluating wind farm impacts on bats, but adherence remains voluntary. Given expanding wind power investments across Mexico, we highlight the need for more stringent national standards that require preventative and corrective measures to protect bat populations. Tighter legislation and enforcement offer pathways toward environmentally sustainable wind energy development in Mexico.
{"title":"Regulations for Bat Protection in Mexico's Wind Farms","authors":"Minerva Angela Uribe-Rivera, Juana Claudia Leyva Aguilera, Mariana Villada Canela, Carlos Francisco Peynador Sánchez, Miguel Briones Salas, Cris D. Hein","doi":"10.56845/rebs.v6i1.99","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.99","url":null,"abstract":"Wind energy development has expanded the fastest globally among all renewable sources during the last 20 years. However, wind farms have documented adverse impacts on bats, including mortality from collisions with turbine blades and disruptions to habitat and behavior. As the world's sixth most attractive economy for renewables, with 70 operating wind farms, Mexico and its bats now face escalating threats from the country's burgeoning wind industry. Despite this rapid growth, few studies have analyzed Mexico's regulatory framework to prevent, evaluate, and mitigate wind farm effects on bats. In this study, we reviewed Mexican laws and treaties that facilitate wind farm permitting, construction, operation, and decommissioning, and searched for guidelines that specifically address bat conservation. We found eight international pacts that promote wind power adoption along with three relevant articles in Mexico's Constitution. The General Law of Ecological Balance and Environmental Protection proved most pertinent for impact management. Supplementary guidelines from the Ministry of Environment and Natural Resources offer general strategies for evaluating wind farm impacts on bats, but adherence remains voluntary. Given expanding wind power investments across Mexico, we highlight the need for more stringent national standards that require preventative and corrective measures to protect bat populations. Tighter legislation and enforcement offer pathways toward environmentally sustainable wind energy development in Mexico.","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"54 7","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-06-05","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141381911","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}
Francisco Javier Mejía Ochoa, Gregorio Hernández Salinas, Juan Carlos Rojas Martínez, Marco Antonio Rosas Leyva
The purpose of this work was to carry out a meta-analysis of research focused on the circular economy, to identify its evolution and trends in the period between 2018 and 2024. The systematic review method was used for the analysis, and in the coding, data extraction and results were using the Dimensions.ai platforms. (Digital Science) and Lens.org., each investigation was evaluated according to the quality standards of the PRISMA declaration; relevant studies were included in the review for discussion, provided they met the inclusion and exclusion criteria. More than eight hundred seventy-four thousand seven hundred studies were identified, between grey literature and scientific articles, of which only 27 publications were included, representing the most essential of the systematic review. Between 2018 and 2024 there was a significant exponential growth of research in the circular economy, concentrated in a few countries, institutions, and disciplines; Spain, Italy, and the United Kingdom lead in research. Areas where the circular economy is addressed: materials sciences, environmental sciences, and food sciences, among others. Finally, based on the meta-analysis of the last seven years, the circular economy presents an evolution and trends in the following topics: urban development, climate change, resource management, environmental processes, sustainability, corporate social responsibility, social entrepreneurship, green infrastructure, smart cities, and resilience.
{"title":"Evolution and Trends in the Circular Economy: A Meta-Analysis from 2018 to 2024","authors":"Francisco Javier Mejía Ochoa, Gregorio Hernández Salinas, Juan Carlos Rojas Martínez, Marco Antonio Rosas Leyva","doi":"10.56845/rebs.v6i1.98","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.98","url":null,"abstract":"\u0000The purpose of this work was to carry out a meta-analysis of research focused on the circular economy, to identify its evolution and trends in the period between 2018 and 2024. The systematic review method was used for the analysis, and in the coding, data extraction and results were using the Dimensions.ai platforms. (Digital Science) and Lens.org., each investigation was evaluated according to the quality standards of the PRISMA declaration; relevant studies were included in the review for discussion, provided they met the inclusion and exclusion criteria. More than eight hundred seventy-four thousand seven hundred studies were identified, between grey literature and scientific articles, of which only 27 publications were included, representing the most essential of the systematic review. Between 2018 and 2024 there was a significant exponential growth of research in the circular economy, concentrated in a few countries, institutions, and disciplines; Spain, Italy, and the United Kingdom lead in research. Areas where the circular economy is addressed: materials sciences, environmental sciences, and food sciences, among others. Finally, based on the meta-analysis of the last seven years, the circular economy presents an evolution and trends in the following topics: urban development, climate change, resource management, environmental processes, sustainability, corporate social responsibility, social entrepreneurship, green infrastructure, smart cities, and resilience.\u0000","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"125 20","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-05-21","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"141115343","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}
Job Ordaz Castillo, H. García-Lara, Nilda Gabriela Trejo-Luna, Santos Mendez-Diaz
The growing energy demand and its relation to climate change have driven the search for sustainable alternatives, such as concentrated solar energy. In this context, heliostats play a crucial role by reflecting and concentrating solar light onto a receiver. However, traditional control approaches based on geographical data have limitations. This study introduces an autonomous control system for heliostats that eliminates the need for preloaded geographical data. The approach is based on communication between the heliostat and the solar tracker, with two configuration modes: map calibration and automatic. Centralized and autonomous heliostats are distinguished, with the latter being the focus of the study. Autonomous heliostats have their own control system and can make decisions regarding positioning and safety. The methodology involves a mathematical algorithm that calculates the optimal rotation and tilt of the heliostat to redirect light toward a target. Simulation and physical prototype testing validate a remarkable consistency between simulated and experimental data. A key result is the surprising similarity of 97.9% between the obtained data, validating the algorithm's effectiveness. This study provides a robust approach for designing autonomous heliostat control systems, integrating simulation and experimentation. These results support the algorithm's precision and ability to direct solar radiation effectively. Expanding towards autonomous control and complete heliostat system evaluation facilitates the path toward more efficient and sustainable concentrated solar energy.
{"title":"An open-loop control algorithm for improved tracking in a heliostat","authors":"Job Ordaz Castillo, H. García-Lara, Nilda Gabriela Trejo-Luna, Santos Mendez-Diaz","doi":"10.56845/rebs.v6i1.90","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.90","url":null,"abstract":"\u0000The growing energy demand and its relation to climate change have driven the search for sustainable alternatives, such as concentrated solar energy. In this context, heliostats play a crucial role by reflecting and concentrating solar light onto a receiver. However, traditional control approaches based on geographical data have limitations. This study introduces an autonomous control system for heliostats that eliminates the need for preloaded geographical data. The approach is based on communication between the heliostat and the solar tracker, with two configuration modes: map calibration and automatic. Centralized and autonomous heliostats are distinguished, with the latter being the focus of the study. Autonomous heliostats have their own control system and can make decisions regarding positioning and safety. The methodology involves a mathematical algorithm that calculates the optimal rotation and tilt of the heliostat to redirect light toward a target. Simulation and physical prototype testing validate a remarkable consistency between simulated and experimental data. A key result is the surprising similarity of 97.9% between the obtained data, validating the algorithm's effectiveness. This study provides a robust approach for designing autonomous heliostat control systems, integrating simulation and experimentation. These results support the algorithm's precision and ability to direct solar radiation effectively. Expanding towards autonomous control and complete heliostat system evaluation facilitates the path toward more efficient and sustainable concentrated solar energy.\u0000","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"6 4","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-04-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140713185","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}
Itzel Gonzalez-del Rosario, José Manuel Hernández-Martínez, E. Bolaños-Reynoso, E. S. Rosas-Mendoza, J. M. Méndez-Contreras
The use of sugarcane for the production of non-centrifugal cane sugar is one of the main economic activities in some areas of the central region of the state of Veracruz, México, however, this sector faces different social, techno-economic and environmental challenges. One of the most important problems affecting this agribusiness is the lack of adequate management of the waste generated in the process, mainly sugarcane scum (SCS) and mold wash water (MWW). Lactic fermentation is proposed as an alternative for the utilization of these wastes, since this process reduces the concentration of carbohydrates, producing lactic acid (LA) and increasing the nutrient content. An important aspect of the fermentation process is the knowledge of the kinetic parameters, since with these it is possible to carry out the scaling up. In the present work, the lactic fermentation of SCS and MWW was studied using the bacterium Lactobacillus acidophilus and the kinetic parameters were obtained with the Gompertz model and the Logistic model. The physicochemical characterization of the residues was carried out and the parameters of substrate consumption, lactic acid production and cell density were evaluated during fermentation of a 150 g SCS/L solution in a 0.5 L reactor. After 72 h of fermentation, a maximum growth of 7.63 log CFU/mL, a 50.32% carbohydrate consumption, and a maximum production of 7.56 g LA/L were obtained. For the Gompertz model, the parameters obtained were μmax=1.2420 h-1, λ=20.46 h y A=7.585 log CFU/mL, whereas for the Logistic model they were μmax=0.3214 h-1, λ=25.39 h y A=7.584 log CFU/mL. It was observed that both residues promote the development of the microorganism L. acidophilus, however, the kinetic parameters of μmax y λ indicates that it needs more time to adapt to the residues, so it will be necessary to implement strategies to optimize these values.
利用甘蔗生产非离心蔗糖是墨西哥韦拉克鲁斯州中部一些地区的主要经济活动之一,但这一行业面临着不同的社会、技术经济和环境挑战。影响这一农业综合企业的最重要问题之一,是缺乏对加工过程中产生的废物(主要是甘蔗渣(SCS)和霉菌清洗水(MWW))的适当管理。建议将乳酸发酵作为利用这些废物的替代方法,因为该工艺可降低碳水化合物的浓度,产生乳酸(LA)并增加营养成分。发酵过程的一个重要方面是了解动力学参数,因为有了这些参数才有可能进行放大。本研究利用嗜酸乳杆菌研究了 SCS 和 MWW 的乳酸发酵,并利用 Gompertz 模型和 Logistic 模型获得了动力学参数。在 0.5 升反应器中发酵 150 克 SCS/L 溶液时,对残留物进行了物理化学表征,并评估了底物消耗、乳酸产生和细胞密度等参数。发酵 72 小时后,最大生长量为 7.63 log CFU/mL,碳水化合物消耗量为 50.32%,最大产量为 7.56 g LA/L。对于 Gompertz 模型,得到的参数为 μmax=1.2420 h-1,λ=20.46 h y A=7.585 log CFU/mL,而对于 Logistic 模型,得到的参数为 μmax=0.3214 h-1,λ=25.39 h y A=7.584 log CFU/mL。据观察,这两种残留物都能促进嗜酸乳杆菌微生物的发展,但是,μmax y λ 的动力学参数表明,嗜酸乳杆菌需要更多的时间来适应残留物,因此有必要实施策略来优化这些值。
{"title":"Kinetic parameters of Lactobacillus acidophilus growth in the lactic fermentation of non-centrifugal cane sugar agroindustry wastes","authors":"Itzel Gonzalez-del Rosario, José Manuel Hernández-Martínez, E. Bolaños-Reynoso, E. S. Rosas-Mendoza, J. M. Méndez-Contreras","doi":"10.56845/rebs.v6i1.92","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.92","url":null,"abstract":"The use of sugarcane for the production of non-centrifugal cane sugar is one of the main economic activities in some areas of the central region of the state of Veracruz, México, however, this sector faces different social, techno-economic and environmental challenges. One of the most important problems affecting this agribusiness is the lack of adequate management of the waste generated in the process, mainly sugarcane scum (SCS) and mold wash water (MWW). Lactic fermentation is proposed as an alternative for the utilization of these wastes, since this process reduces the concentration of carbohydrates, producing lactic acid (LA) and increasing the nutrient content. An important aspect of the fermentation process is the knowledge of the kinetic parameters, since with these it is possible to carry out the scaling up. In the present work, the lactic fermentation of SCS and MWW was studied using the bacterium Lactobacillus acidophilus and the kinetic parameters were obtained with the Gompertz model and the Logistic model. The physicochemical characterization of the residues was carried out and the parameters of substrate consumption, lactic acid production and cell density were evaluated during fermentation of a 150 g SCS/L solution in a 0.5 L reactor. After 72 h of fermentation, a maximum growth of 7.63 log CFU/mL, a 50.32% carbohydrate consumption, and a maximum production of 7.56 g LA/L were obtained. For the Gompertz model, the parameters obtained were μmax=1.2420 h-1, λ=20.46 h y A=7.585 log CFU/mL, whereas for the Logistic model they were μmax=0.3214 h-1, λ=25.39 h y A=7.584 log CFU/mL. It was observed that both residues promote the development of the microorganism L. acidophilus, however, the kinetic parameters of μmax y λ indicates that it needs more time to adapt to the residues, so it will be necessary to implement strategies to optimize these values.","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"48 3‐4","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140425327","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}
Sulfur dioxide (SO2) and nitrogen dioxide (NO2) emissions to the atmosphere released by three power plants located in Baja California Sur, Mexico, were quantified using mini-DOAS instruments. In La Paz municipality, the Punta Prieta Power Plant released 65.67±77.80 tons/day of SO2 and 6.66±12.57 tons/day of NO2, while the Internal Combustion Power Plant Baja California Sur released 44.72±5.37 tons/day of SO2 and 8.27±1.72 tons/day of NO2. In the municipality of Comondú, the Internal Combustion Power Plant Agustín Olachea released 18.17±8.00 tons/day of SO2 and 0.67±0.32 tons/day of NO2. Comparisons of our measurements with emissions inventories and annual operating reports for the Punta Prieta Power Plant are in good agreement, however, we found differences for the Internal Combustion Power Plant Baja California Sur and the Internal Combustion Power Plant Agustín Olachea. Our analyses show that the Punta Prieta Power Plant has increased its SO2 and NO2 emissions between 2013 and 2022. The Internal Combustion Power Plant Baja California Sur has increased its SO2 emissions, while NO2 emissions have declined between 2013 and 2022. The Internal Combustion Power Plant Agustín Olachea has been decreasing its SO2 and NO2 emissions between 2010 and 2022, albeit in 2018, there was a considerable increase of NO2 emissions.
{"title":"Emissions to the atmosphere by power plants in Baja California Sur, Mexico","authors":"Claudia Inés Rivera-Cárdenas, H. Barrera-Huertas, Jaqueline Valenzuela, Rodrigo Rangel, Estefanía López-Zamudio, Cristina Carolina Carbajal-Aguilar","doi":"10.56845/rebs.v6i1.87","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.87","url":null,"abstract":"Sulfur dioxide (SO2) and nitrogen dioxide (NO2) emissions to the atmosphere released by three power plants located in Baja California Sur, Mexico, were quantified using mini-DOAS instruments. In La Paz municipality, the Punta Prieta Power Plant released 65.67±77.80 tons/day of SO2 and 6.66±12.57 tons/day of NO2, while the Internal Combustion Power Plant Baja California Sur released 44.72±5.37 tons/day of SO2 and 8.27±1.72 tons/day of NO2. In the municipality of Comondú, the Internal Combustion Power Plant Agustín Olachea released 18.17±8.00 tons/day of SO2 and 0.67±0.32 tons/day of NO2. Comparisons of our measurements with emissions inventories and annual operating reports for the Punta Prieta Power Plant are in good agreement, however, we found differences for the Internal Combustion Power Plant Baja California Sur and the Internal Combustion Power Plant Agustín Olachea. Our analyses show that the Punta Prieta Power Plant has increased its SO2 and NO2 emissions between 2013 and 2022. The Internal Combustion Power Plant Baja California Sur has increased its SO2 emissions, while NO2 emissions have declined between 2013 and 2022. The Internal Combustion Power Plant Agustín Olachea has been decreasing its SO2 and NO2 emissions between 2010 and 2022, albeit in 2018, there was a considerable increase of NO2 emissions.","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"104 4","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-23","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140438139","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}
Flowing water power plants take advantage of the flows that circulate through the river in which they are implanted. They do not have in their design storage systems that allow the accumulation of river flows for later use. They only have the infrastructures necessary for the conduction of flows and their use. These types of plants are designed and automated to operate between certain flow limits, working with "constant head", using the available flows at any given time. The operating limits are set by the "equipment flow", for which the plant is designed, and the "technical minimum flow", which corresponds to the minimum flow value with which the plant can work, and which depends on each turbine type. This article is a continuation of the research carried out and part of the results of which have been presented in previous congresses. They established the optimization algorithms to take advantage of times of low flow level (dry season) to use the plant's channels as a storage element for flow rates below the technical minimum and to subject the plant to sequential emptying/filling cycles of the same channels, thus allowing energy recovery, which we will call operation by "optimal flow". This article intends to analyze the response of the proposed optimization model to variations in both the design and operation of the power plants in which its implementation is possible. The response of the plant to variations in the usable volume in the channels, the minimum time established for the operation of the plant, as well as the hydrological characteristics of the year of application is presented.
{"title":"Operation of hydropower plants without storage by optimizing the turbine flow. Variations to the optimization model","authors":"Juan Manuel Blanco","doi":"10.56845/rebs.v6i1.89","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.89","url":null,"abstract":"Flowing water power plants take advantage of the flows that circulate through the river in which they are implanted. They do not have in their design storage systems that allow the accumulation of river flows for later use. They only have the infrastructures necessary for the conduction of flows and their use. These types of plants are designed and automated to operate between certain flow limits, working with \"constant head\", using the available flows at any given time. The operating limits are set by the \"equipment flow\", for which the plant is designed, and the \"technical minimum flow\", which corresponds to the minimum flow value with which the plant can work, and which depends on each turbine type. This article is a continuation of the research carried out and part of the results of which have been presented in previous congresses. They established the optimization algorithms to take advantage of times of low flow level (dry season) to use the plant's channels as a storage element for flow rates below the technical minimum and to subject the plant to sequential emptying/filling cycles of the same channels, thus allowing energy recovery, which we will call operation by \"optimal flow\". This article intends to analyze the response of the proposed optimization model to variations in both the design and operation of the power plants in which its implementation is possible. The response of the plant to variations in the usable volume in the channels, the minimum time established for the operation of the plant, as well as the hydrological characteristics of the year of application is presented.","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"63 5-6","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139868539","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}
Flowing water power plants take advantage of the flows that circulate through the river in which they are implanted. They do not have in their design storage systems that allow the accumulation of river flows for later use. They only have the infrastructures necessary for the conduction of flows and their use. These types of plants are designed and automated to operate between certain flow limits, working with "constant head", using the available flows at any given time. The operating limits are set by the "equipment flow", for which the plant is designed, and the "technical minimum flow", which corresponds to the minimum flow value with which the plant can work, and which depends on each turbine type. This article is a continuation of the research carried out and part of the results of which have been presented in previous congresses. They established the optimization algorithms to take advantage of times of low flow level (dry season) to use the plant's channels as a storage element for flow rates below the technical minimum and to subject the plant to sequential emptying/filling cycles of the same channels, thus allowing energy recovery, which we will call operation by "optimal flow". This article intends to analyze the response of the proposed optimization model to variations in both the design and operation of the power plants in which its implementation is possible. The response of the plant to variations in the usable volume in the channels, the minimum time established for the operation of the plant, as well as the hydrological characteristics of the year of application is presented.
{"title":"Operation of hydropower plants without storage by optimizing the turbine flow. Variations to the optimization model","authors":"Juan Manuel Blanco","doi":"10.56845/rebs.v6i1.89","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.89","url":null,"abstract":"Flowing water power plants take advantage of the flows that circulate through the river in which they are implanted. They do not have in their design storage systems that allow the accumulation of river flows for later use. They only have the infrastructures necessary for the conduction of flows and their use. These types of plants are designed and automated to operate between certain flow limits, working with \"constant head\", using the available flows at any given time. The operating limits are set by the \"equipment flow\", for which the plant is designed, and the \"technical minimum flow\", which corresponds to the minimum flow value with which the plant can work, and which depends on each turbine type. This article is a continuation of the research carried out and part of the results of which have been presented in previous congresses. They established the optimization algorithms to take advantage of times of low flow level (dry season) to use the plant's channels as a storage element for flow rates below the technical minimum and to subject the plant to sequential emptying/filling cycles of the same channels, thus allowing energy recovery, which we will call operation by \"optimal flow\". This article intends to analyze the response of the proposed optimization model to variations in both the design and operation of the power plants in which its implementation is possible. The response of the plant to variations in the usable volume in the channels, the minimum time established for the operation of the plant, as well as the hydrological characteristics of the year of application is presented.","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"42 3","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-02-03","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139808594","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}
Itzel Díaz-González, Joaquín Estrada-García, Eduardo Hernández-Aguilar, A. Alvarado-Lassman, J. M. Méndez-Contreras
Brewers’ spent grains (BSGs) are the most abundant waste generated from the craft brewing process, accounting for approximately 85% of the total byproduct obtained. The need to develop beneficial alternatives for the contribution of the industrial sector and sustainable development has increased interest in the fermentation processes used to produce biomass, using probiotic microorganisms that provide health benefits for those who consume it, obtaining byproducts rich in nutrients. Therefore, this research aimed to evaluate the growth of Lactobacillus casei in Mar, Rogosa and Sharpe broth (MRS) and to evaluate the feasibility of growing L. casei in craft beer residues. To achieve this goal, a 10% v/v inoculum of probiotic bacteria was used in both media. The process consisted of monitoring the biotransformation process at 37°C and 120 rpm for 72 hours and evaluating carbohydrate consumption and cell growth. At the end of 52 h, the carbohydrate concentration in combination with BSG was completely consumed, considering that the initial value was 16.49 g/L. In the case of the MRS medium, a value of 3.42 g/L was obtained at 72 h. Regarding the pH range with the MRS broth and with BSG, the values were 6.89-5.43 and 5-4.41, respectively. Due to the acidity of the synthetic medium, the pH of the synthetic medium was greater than that of BSG. However, L. casei managed to develop in a similar way since quite similar cell growth values were obtained in both media, so it is feasible to use BSG as a culture medium for the development of probiotic species.
{"title":"Evaluation of the viability of the use of Lactobacillus casei in the removal of organic contaminants in waste from the craft brewing industry","authors":"Itzel Díaz-González, Joaquín Estrada-García, Eduardo Hernández-Aguilar, A. Alvarado-Lassman, J. M. Méndez-Contreras","doi":"10.56845/rebs.v6i1.91","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.91","url":null,"abstract":"\u0000Brewers’ spent grains (BSGs) are the most abundant waste generated from the craft brewing process, accounting for approximately 85% of the total byproduct obtained. The need to develop beneficial alternatives for the contribution of the industrial sector and sustainable development has increased interest in the fermentation processes used to produce biomass, using probiotic microorganisms that provide health benefits for those who consume it, obtaining byproducts rich in nutrients. Therefore, this research aimed to evaluate the growth of Lactobacillus casei in Mar, Rogosa and Sharpe broth (MRS) and to evaluate the feasibility of growing L. casei in craft beer residues. To achieve this goal, a 10% v/v inoculum of probiotic bacteria was used in both media. The process consisted of monitoring the biotransformation process at 37°C and 120 rpm for 72 hours and evaluating carbohydrate consumption and cell growth. At the end of 52 h, the carbohydrate concentration in combination with BSG was completely consumed, considering that the initial value was 16.49 g/L. In the case of the MRS medium, a value of 3.42 g/L was obtained at 72 h. Regarding the pH range with the MRS broth and with BSG, the values were 6.89-5.43 and 5-4.41, respectively. Due to the acidity of the synthetic medium, the pH of the synthetic medium was greater than that of BSG. However, L. casei managed to develop in a similar way since quite similar cell growth values were obtained in both media, so it is feasible to use BSG as a culture medium for the development of probiotic species.\u0000","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"31 2","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-25","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139597804","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}
Claudia Inés Rivera-Cárdenas, Oscar E. Jurado, A. Ruiz‐Angulo, Josué Arellano
NO2 outflow fluxes were calculated from the City of Toluca, Mexico during January-February 2017 using a mobile zenith viewing mini-DOAS instrument. Measurements were performed in a cross-section of the outflow plume from the Toluca Valley Metropolitan Area with an instrument operating in the visible wavelength region (356 to 510 nm). NO2 retrievals were conducted in the 405 to 465 nm wavelength range. From these measurements, differential vertical columns of NO2 along the measurement route were derived. Using mass-averaged wind speed and wind direction from the Weather Research & Forecasting model, with a 1 km resolution, outflow fluxes of NO2 were calculated from each of the transect measurements. The average NO2 outflow flux for the entire campaign was 1.81 kg/s (156.24 ton/day). To our knowledge, this is the first time that mobile mini-DOAS measurements have been conducted around the City of Toluca and therefore the first time that NO2 outflow fluxes have been reported for this metropolitan area. Comparing our results with emissions inventories we found large variabilities of NOx emissions reported in emissions inventories and between emissions inventories and our measurements. From these discrepancies we infer that emissions inventories underestimate NOx emissions from the TVMA. This study contributes to our understanding of outflow fluxes from metropolitan areas and their possible exchange, being the Toluca Valley Metropolitan Area a few kilometers away from the Mexico City Metropolitan Area, one of the largest megacities of the world.
{"title":"Mobile mini-DOAS measurements of the outflow of nitrogen dioxide from the Toluca Valley Metropolitan Area, Mexico","authors":"Claudia Inés Rivera-Cárdenas, Oscar E. Jurado, A. Ruiz‐Angulo, Josué Arellano","doi":"10.56845/rebs.v6i1.88","DOIUrl":"https://doi.org/10.56845/rebs.v6i1.88","url":null,"abstract":"NO2 outflow fluxes were calculated from the City of Toluca, Mexico during January-February 2017 using a mobile zenith viewing mini-DOAS instrument. Measurements were performed in a cross-section of the outflow plume from the Toluca Valley Metropolitan Area with an instrument operating in the visible wavelength region (356 to 510 nm). NO2 retrievals were conducted in the 405 to 465 nm wavelength range. From these measurements, differential vertical columns of NO2 along the measurement route were derived. Using mass-averaged wind speed and wind direction from the Weather Research & Forecasting model, with a 1 km resolution, outflow fluxes of NO2 were calculated from each of the transect measurements. The average NO2 outflow flux for the entire campaign was 1.81 kg/s (156.24 ton/day). To our knowledge, this is the first time that mobile mini-DOAS measurements have been conducted around the City of Toluca and therefore the first time that NO2 outflow fluxes have been reported for this metropolitan area. Comparing our results with emissions inventories we found large variabilities of NOx emissions reported in emissions inventories and between emissions inventories and our measurements. From these discrepancies we infer that emissions inventories underestimate NOx emissions from the TVMA. This study contributes to our understanding of outflow fluxes from metropolitan areas and their possible exchange, being the Toluca Valley Metropolitan Area a few kilometers away from the Mexico City Metropolitan Area, one of the largest megacities of the world.","PeriodicalId":194964,"journal":{"name":"Renewable Energy, Biomass & Sustainability","volume":"58 3","pages":""},"PeriodicalIF":0.0,"publicationDate":"2024-01-22","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139606585","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}