The document discusses the comprehensive efficiency of constructed wetland wastewater treatment. It provides an overview of the physical, chemical, and biological processes involved in wastewater treatment using constructed wetlands. These include slowing of water flow, filtration, deposition, adsorption, microbial processes like nitrification and denitrification, and complexation/precipitation of pollutants. The document also evaluates the treatment effects of constructed wetlands on different types of wastewater like domestic sewage, industrial wastewater, stormwater runoff, and secondary effluent from wastewater treatment plants. It provides case studies on the use of constructed wetlands to treat these different wastewater sources.
The document provides details on the design of a sewage system for Jamia Millia Islamia University in India. It discusses key considerations for sewage system design including estimating design flows based on population forecasts, tributary areas, and per capita sewage generation rates. It also outlines various sewage treatment processes including preliminary, primary, secondary and tertiary treatment. Primary considerations for sewage system components like sewers, pumping stations, and treatment plants are highlighted.
This document provides an overview of wastewater treatment and the use of upflow anaerobic sludge blanket (UASB) technology. It discusses the characteristics of wastewater and the need for treatment. The objectives of the project are to treat 130 million liters per day of domestic wastewater using UASB. Historical developments of UASB technology are also summarized, including early pilot plants in India in the 1980s-1990s that demonstrated it was effective for domestic wastewater treatment with low energy use and costs.
This document outlines the design of a sewage treatment plant. It covers topics such as the origin and types of sewage, types of sewerage systems, and objectives of studying domestic wastewater characterization. The treatment of wastewater is discussed in detail, covering pretreatment through to disinfection. Methods for designing various components of a sewage treatment plant are also presented, including sizing calculations for collection pits, bar screens, aeration tanks, and sludge drying beds. Drawings and conclusions are also included.
Waste water treatment is a process used to convert wastewater into an effluent that can be returned to the water cycle with minimum impact on the environment, or directly reused. The latter is called water reclamation because treated wastewater can then be used for other purposes.
The document discusses the design of a sewage treatment plant for Vellore Municipal Corporation, which has been upgraded to a corporation. The plant is needed to treat increasing sewage from population growth. The plant will treat sewage from the 10.54 square km area and 48 wards of Vellore Corporation over the next 30 years. The plant will include components like screening, grit removal, and secondary treatment to effectively treat sewage and meet effluent standards.
The document discusses sewage treatment in Lucknow, India. It describes two existing sewage treatment plants (STPs), Daulatganj STP and Bharwara STP, and notes that while they are working properly, not all wastewater is being treated. It also notes issues like insufficient biogas generation at Bharwara STP due to diluted sewage, and a need for tertiary treatment and water quality monitoring. Overall it evaluates the sewage infrastructure and treatment processes in Lucknow.
This technical seminar report summarizes a 5 MLD sewage treatment plant in Ursugutta. The report provides details on the primary treatment processes including a raw sewage sump, screens, and grit removal. It then describes the secondary treatment which uses a C-Tech sequencing batch reactor process. This involves cycles of fill, aeration, settling, and decanting to achieve BOD removal, nitrification, denitrification, and phosphorus removal. The report provides details on the treatment methodology and components of the C-Tech system.
This document proposes a pre-selection movable sewage treatment system for military establishments. It discusses the need to treat wastewater from various activities to remove physical, chemical, and biological impurities. It then outlines different treatment methods - physical, chemical, and biological - and specific treatment units for each. Finally, it discusses literature on sewage treatment system design factors, treatment techniques for municipal sewage, and methods for determining biochemical oxygen demand parameters which impact wastewater treatment plant design. The proposed system would allow treatment of wastewater in emergency or disaster situations for military establishments.
The document provides details on the design of a sewage system for Jamia Millia Islamia University in India. It discusses key considerations for sewage system design including estimating design flows based on population forecasts, tributary areas, and per capita sewage generation rates. It also outlines various sewage treatment processes including preliminary, primary, secondary and tertiary treatment. Primary considerations for sewage system components like sewers, pumping stations, and treatment plants are highlighted.
This document provides an overview of wastewater treatment and the use of upflow anaerobic sludge blanket (UASB) technology. It discusses the characteristics of wastewater and the need for treatment. The objectives of the project are to treat 130 million liters per day of domestic wastewater using UASB. Historical developments of UASB technology are also summarized, including early pilot plants in India in the 1980s-1990s that demonstrated it was effective for domestic wastewater treatment with low energy use and costs.
This document outlines the design of a sewage treatment plant. It covers topics such as the origin and types of sewage, types of sewerage systems, and objectives of studying domestic wastewater characterization. The treatment of wastewater is discussed in detail, covering pretreatment through to disinfection. Methods for designing various components of a sewage treatment plant are also presented, including sizing calculations for collection pits, bar screens, aeration tanks, and sludge drying beds. Drawings and conclusions are also included.
Waste water treatment is a process used to convert wastewater into an effluent that can be returned to the water cycle with minimum impact on the environment, or directly reused. The latter is called water reclamation because treated wastewater can then be used for other purposes.
The document discusses the design of a sewage treatment plant for Vellore Municipal Corporation, which has been upgraded to a corporation. The plant is needed to treat increasing sewage from population growth. The plant will treat sewage from the 10.54 square km area and 48 wards of Vellore Corporation over the next 30 years. The plant will include components like screening, grit removal, and secondary treatment to effectively treat sewage and meet effluent standards.
The document discusses sewage treatment in Lucknow, India. It describes two existing sewage treatment plants (STPs), Daulatganj STP and Bharwara STP, and notes that while they are working properly, not all wastewater is being treated. It also notes issues like insufficient biogas generation at Bharwara STP due to diluted sewage, and a need for tertiary treatment and water quality monitoring. Overall it evaluates the sewage infrastructure and treatment processes in Lucknow.
This technical seminar report summarizes a 5 MLD sewage treatment plant in Ursugutta. The report provides details on the primary treatment processes including a raw sewage sump, screens, and grit removal. It then describes the secondary treatment which uses a C-Tech sequencing batch reactor process. This involves cycles of fill, aeration, settling, and decanting to achieve BOD removal, nitrification, denitrification, and phosphorus removal. The report provides details on the treatment methodology and components of the C-Tech system.
This document proposes a pre-selection movable sewage treatment system for military establishments. It discusses the need to treat wastewater from various activities to remove physical, chemical, and biological impurities. It then outlines different treatment methods - physical, chemical, and biological - and specific treatment units for each. Finally, it discusses literature on sewage treatment system design factors, treatment techniques for municipal sewage, and methods for determining biochemical oxygen demand parameters which impact wastewater treatment plant design. The proposed system would allow treatment of wastewater in emergency or disaster situations for military establishments.
The document summarizes a presentation on a sewage treatment plant in Delhi. It discusses that the plant was constructed at a cost of Rs360 crore and has 3 channels of 113mld each. Sewage is pumped from 2 pumping stations into the main pumping station and then to the STP, which will generate electricity from methane gas to power the plant. The STP involves primary, secondary, and tertiary treatment stages to remove contaminants and produce treated wastewater suitable for discharge or reuse.
The document presents a major project presentation for a sewage treatment plant. It includes sections on the introduction, literature review, scope of the project, methodology, design, materials, equipment, chemicals, expenditures, working procedure, conclusion, and references. The methodology section includes plans, schematic diagrams, and detailed drawings. The design considers an effluent quantity of 15 cum/day and treats the sewage to meet quality standards for parameters like pH, BOD, COD, TSS, and O&G. The project involves civil works like tanks and equipment like bar screens, pumps, filters using technologies like anaerobic digestion to treat the sewage to permissible limits for safe disposal.
Environmental and operational issues of integrated constructed wetlandsNUST (IESE)
Constructed wetlands can help reduce pollution and maintain healthy ecosystems. This document discusses the environmental and operational issues of integrated constructed wetlands. Regarding environmental issues, studies have shown that constructed wetlands have lower greenhouse gas emissions than conventional wastewater treatment systems. Operational issues include the need to properly monitor wetlands and determine optimal harvesting frequencies to maximize nutrient removal while maintaining plant health. Overall, constructed wetlands provide sustainability, pollution removal efficiency, and economic benefits compared to other wastewater treatment options.
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Most Urban growth is taking place in informal settlements
where government is unwilling or unable to provide wastewater
services. Effective wastewater treatment is so
expensive that is rarely achieved in practice, particularly
in the fast urban centers of developing countries. The
sewerage system must be effective and adequate enough
to receive different types of wastewater discharges. Onsite
systems must be designed for pollution control and recovery
of resources. Improved design, construction, operation
and maintenance of our onsite systems are essential,
especially the wastewater treatment plants. One of
the most important operations in wastewater treatment
and also very effective in treatment system is aeration of
sludge which occurred in aeration basins. Although the
aeration basins are reinforced concrete structures, the
corrosion has attacked them. The main objective of this
study is to analyze and defeat the cause of corrosion in
one of the largest Wastewater Treatment Plant (WTP) in
Egypt. A mathematical model to simulate the problem
based on governing equations of vortex motion is achieved
and a repairing technology to correct the corrosion
is proposed. Moreover, the study assists in choosing the
suitable design to avoid this problem in further projects.
This document provides an overview of sustainable urban drainage systems (SUDS). SUDS are a natural approach to managing drainage in developed areas that aims to mitigate the environmental impacts of conventional drainage systems. The key points covered are:
- SUDS work by slowing water runoff to allow natural processes to break down pollutants through techniques like retention ponds and permeable pavements.
- Conventional drainage causes issues like increased flooding and water pollution, while SUDS seek to maintain natural water cycles and protect water quality.
- Proper design of SUDS considers factors like maintenance needs, constraints of the site, and treating runoff through a "treatment train" approach with controls at different scales.
-
Lecture notes of Environmental Engineering-II as per Solapur university syllabus of TE CIVIL.
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K Orchid college of Engg and Technology,
Solapur
The document discusses the design and operation of domestic wastewater treatment plants. It covers the objectives of wastewater treatment and describes the major unit processes involved, including preliminary treatment to remove solids, primary treatment using sedimentation to remove settleable solids, secondary biological treatment using activated sludge to reduce organic matter, and advanced treatment methods to remove nutrients like nitrogen and phosphorus. The key operational parameters for activated sludge treatment like solids retention time and oxygen requirements are also summarized.
Wastewater pretreatment methods for constructed wetland: Reviewpetro karungamye
One of the most interesting research topics has been the constructed wetlands (CWs) for wastewater treatment. The primary operating issue of CWs is medium clogging, which
is caused by the accumulation of varying sorts of solids, resulting in a reduction in the infiltration capacity of the gravel substrate. It is commonly recognized that effective wastewater pretreatment is necessary for the long-term operation of CW. Pre-treatment is crucial because it prepares the influent for CW treatment. The primary treatment's goal is to reduce the solid load on the wetland, and the suspended solids concentration should not exceed 100 mg L1. This review paper describes the methods employed for wastewater pretreatment for constructed wetland performance. Three technologies namely septic tank, coagulation waste stabilization ponds and biofilters have been described
Design of 210 Mld Sewage Treatment PlantARUN KUMAR
This document provides details on the design of a 210 million liter per day sewage treatment plant. It discusses the need for the plant to treat sewage and prevent pollution. It then describes the three main stages of sewage treatment - primary, secondary, and tertiary treatment. Primary treatment involves removing solids and debris. Secondary treatment uses microorganisms to break down dissolved organic matter. Tertiary treatment further polishes the water with methods like filtration and chlorination before discharge.
The document discusses rainwater harvesting as a solution to Bangladesh's water crisis. It provides background on the global and local water crises driven by population growth, urbanization, and other factors. For Bangladesh specifically, groundwater sources are becoming contaminated with arsenic. The document then presents a sample design for a rainwater harvesting system for a residential building in Dhaka. It details the key components, catchment area, storage calculations, costs, and potential water savings. In summary, the document proposes rainwater harvesting as a sustainable solution to Dhaka's water supply challenges and presents an example system design for residential use.
Designed For Combined Common Effluent Treatment Plant Of Tarapur Midcvivatechijri
The document discusses the design of a combined common effluent treatment plant for Tarapur MIDC. It first discusses the need for increased sewage treatment in the growing Palghar Boisar region of India. It then outlines the various treatment processes involved, including primary processes like screening and grit removal, secondary treatments like trickling filters and MBBR, and tertiary treatments like oxidation ponds. Specific treatment units are described in detail, such as screens, grit chambers, and pumping stations. The conclusion emphasizes the importance of improved wastewater treatment and environmental protection for contaminated water in the region.
This document summarizes two case studies on innovative approaches to urban flood management. The first case study examines a sustainable rainwater utilization system implemented at Tianjin University in China. It describes how low impact development techniques like permeable pavement and constructed wetlands were used to infiltrate and treat rainwater, reducing flooding and pollution. The second case study models using small-scale hydropower systems in sustainable urban drainage systems in Lisbon to recover energy from stormwater runoff. It analyzes the potential power output for different pond sizes and turbine targets. Overall, the document outlines strategies for implementing "sponge cities" that can better absorb and use rainwater and stormwater.
Irrigation with municipal waste water is a suitable disposal option in all regions where additional moisture can be effectively utilized for improved crop production. Waste water loading is to be based on the consumptive water use of the crop being grown. The primary objective should be enhancement of crop production. The root zone of productive soils can often serve as one of the most active media for the decomposition, immobilization, or utilization of wastes.
The document discusses the scope of a project to evaluate a wastewater treatment plant, including designing the plant to meet effluent standards set by the government in a cost-effective manner. It outlines factors that must be considered in planning, designing, constructing, and operating the plant such as public health, environmental protection, and adapting to changes in wastewater quality over the long term. The goal is to produce effluent that meets regulatory discharge requirements and ensures the community benefits from the plant on an ongoing basis.
Constructed wetlands are man-made systems designed to emulate natural wetlands for wastewater treatment. They utilize natural processes to treat wastewater through the interaction of microorganisms, plants, and substrates. There are different types of constructed wetlands including surface flow systems, horizontal subsurface flow systems, and vertical flow systems. Surface flow systems have water flowing above the ground while subsurface systems have water flowing below the surface through porous media. Constructed wetlands provide a low-cost approach to wastewater treatment and can effectively remove pollutants such as organic matter, suspended solids, pathogens, and nutrients.
This document presents the design of a sewage treatment plant. It includes an introduction to sewage treatment and objectives of treatment plants. It describes the various processes involved like preliminary treatment, primary treatment, secondary treatment and sludge digestion. It provides flow diagrams and population calculations to determine design flow. It includes the design calculations and sizing of various treatment units like screens, grit chambers, primary sedimentation tanks, aeration tanks, and sludge digestion tanks. The conclusion states that the treated wastewater quality will meet WHO standards for reuse in irrigation.
Low Cost Anaerobic Treatment of Municipal Solid Waste Leachateiosrjce
IOSR Journal of Environmental Science, Toxicology and Food Technology (IOSR-JESTFT) multidisciplinary peer-reviewed Journal with reputable academics and experts as board member. IOSR-JESTFT is designed for the prompt publication of peer-reviewed articles in all areas of subject. The journal articles will be accessed freely online
IRJET- Study on Increasing the Efficiency of the Existing Sequential Batch Re...IRJET Journal
The document discusses a study conducted on the existing sequential batch reactor (SBR) at St. Joseph Engineering College to evaluate its efficiency. Various water quality parameters were analyzed before and after treatment, and it was found that the aeration time could be reduced from 8 hours to 5 hours while still achieving effective treatment. The study also concluded that water quality could be further improved by using tube settlers with algae in the SBR system.
Microbial characterisation and identification, and potability of River Kuywa ...Open Access Research Paper
Water contamination is one of the major causes of water borne diseases worldwide. In Kenya, approximately 43% of people lack access to potable water due to human contamination. River Kuywa water is currently experiencing contamination due to human activities. Its water is widely used for domestic, agricultural, industrial and recreational purposes. This study aimed at characterizing bacteria and fungi in river Kuywa water. Water samples were randomly collected from four sites of the river: site A (Matisi), site B (Ngwelo), site C (Nzoia water pump) and site D (Chalicha), during the dry season (January-March 2018) and wet season (April-July 2018) and were transported to Maseno University Microbiology and plant pathology laboratory for analysis. The characterization and identification of bacteria and fungi were carried out using standard microbiological techniques. Nine bacterial genera and three fungi were identified from Kuywa river water. Clostridium spp., Staphylococcus spp., Enterobacter spp., Streptococcus spp., E. coli, Klebsiella spp., Shigella spp., Proteus spp. and Salmonella spp. Fungi were Fusarium oxysporum, Aspergillus flavus complex and Penicillium species. Wet season recorded highest bacterial and fungal counts (6.61-7.66 and 3.83-6.75cfu/ml) respectively. The results indicated that the river Kuywa water is polluted and therefore unsafe for human consumption before treatment. It is therefore recommended that the communities to ensure that they boil water especially for drinking.
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The document summarizes a presentation on a sewage treatment plant in Delhi. It discusses that the plant was constructed at a cost of Rs360 crore and has 3 channels of 113mld each. Sewage is pumped from 2 pumping stations into the main pumping station and then to the STP, which will generate electricity from methane gas to power the plant. The STP involves primary, secondary, and tertiary treatment stages to remove contaminants and produce treated wastewater suitable for discharge or reuse.
The document presents a major project presentation for a sewage treatment plant. It includes sections on the introduction, literature review, scope of the project, methodology, design, materials, equipment, chemicals, expenditures, working procedure, conclusion, and references. The methodology section includes plans, schematic diagrams, and detailed drawings. The design considers an effluent quantity of 15 cum/day and treats the sewage to meet quality standards for parameters like pH, BOD, COD, TSS, and O&G. The project involves civil works like tanks and equipment like bar screens, pumps, filters using technologies like anaerobic digestion to treat the sewage to permissible limits for safe disposal.
Environmental and operational issues of integrated constructed wetlandsNUST (IESE)
Constructed wetlands can help reduce pollution and maintain healthy ecosystems. This document discusses the environmental and operational issues of integrated constructed wetlands. Regarding environmental issues, studies have shown that constructed wetlands have lower greenhouse gas emissions than conventional wastewater treatment systems. Operational issues include the need to properly monitor wetlands and determine optimal harvesting frequencies to maximize nutrient removal while maintaining plant health. Overall, constructed wetlands provide sustainability, pollution removal efficiency, and economic benefits compared to other wastewater treatment options.
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Most Urban growth is taking place in informal settlements
where government is unwilling or unable to provide wastewater
services. Effective wastewater treatment is so
expensive that is rarely achieved in practice, particularly
in the fast urban centers of developing countries. The
sewerage system must be effective and adequate enough
to receive different types of wastewater discharges. Onsite
systems must be designed for pollution control and recovery
of resources. Improved design, construction, operation
and maintenance of our onsite systems are essential,
especially the wastewater treatment plants. One of
the most important operations in wastewater treatment
and also very effective in treatment system is aeration of
sludge which occurred in aeration basins. Although the
aeration basins are reinforced concrete structures, the
corrosion has attacked them. The main objective of this
study is to analyze and defeat the cause of corrosion in
one of the largest Wastewater Treatment Plant (WTP) in
Egypt. A mathematical model to simulate the problem
based on governing equations of vortex motion is achieved
and a repairing technology to correct the corrosion
is proposed. Moreover, the study assists in choosing the
suitable design to avoid this problem in further projects.
This document provides an overview of sustainable urban drainage systems (SUDS). SUDS are a natural approach to managing drainage in developed areas that aims to mitigate the environmental impacts of conventional drainage systems. The key points covered are:
- SUDS work by slowing water runoff to allow natural processes to break down pollutants through techniques like retention ponds and permeable pavements.
- Conventional drainage causes issues like increased flooding and water pollution, while SUDS seek to maintain natural water cycles and protect water quality.
- Proper design of SUDS considers factors like maintenance needs, constraints of the site, and treating runoff through a "treatment train" approach with controls at different scales.
-
Lecture notes of Environmental Engineering-II as per Solapur university syllabus of TE CIVIL.
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K Orchid college of Engg and Technology,
Solapur
The document discusses the design and operation of domestic wastewater treatment plants. It covers the objectives of wastewater treatment and describes the major unit processes involved, including preliminary treatment to remove solids, primary treatment using sedimentation to remove settleable solids, secondary biological treatment using activated sludge to reduce organic matter, and advanced treatment methods to remove nutrients like nitrogen and phosphorus. The key operational parameters for activated sludge treatment like solids retention time and oxygen requirements are also summarized.
Wastewater pretreatment methods for constructed wetland: Reviewpetro karungamye
One of the most interesting research topics has been the constructed wetlands (CWs) for wastewater treatment. The primary operating issue of CWs is medium clogging, which
is caused by the accumulation of varying sorts of solids, resulting in a reduction in the infiltration capacity of the gravel substrate. It is commonly recognized that effective wastewater pretreatment is necessary for the long-term operation of CW. Pre-treatment is crucial because it prepares the influent for CW treatment. The primary treatment's goal is to reduce the solid load on the wetland, and the suspended solids concentration should not exceed 100 mg L1. This review paper describes the methods employed for wastewater pretreatment for constructed wetland performance. Three technologies namely septic tank, coagulation waste stabilization ponds and biofilters have been described
Design of 210 Mld Sewage Treatment PlantARUN KUMAR
This document provides details on the design of a 210 million liter per day sewage treatment plant. It discusses the need for the plant to treat sewage and prevent pollution. It then describes the three main stages of sewage treatment - primary, secondary, and tertiary treatment. Primary treatment involves removing solids and debris. Secondary treatment uses microorganisms to break down dissolved organic matter. Tertiary treatment further polishes the water with methods like filtration and chlorination before discharge.
The document discusses rainwater harvesting as a solution to Bangladesh's water crisis. It provides background on the global and local water crises driven by population growth, urbanization, and other factors. For Bangladesh specifically, groundwater sources are becoming contaminated with arsenic. The document then presents a sample design for a rainwater harvesting system for a residential building in Dhaka. It details the key components, catchment area, storage calculations, costs, and potential water savings. In summary, the document proposes rainwater harvesting as a sustainable solution to Dhaka's water supply challenges and presents an example system design for residential use.
Designed For Combined Common Effluent Treatment Plant Of Tarapur Midcvivatechijri
The document discusses the design of a combined common effluent treatment plant for Tarapur MIDC. It first discusses the need for increased sewage treatment in the growing Palghar Boisar region of India. It then outlines the various treatment processes involved, including primary processes like screening and grit removal, secondary treatments like trickling filters and MBBR, and tertiary treatments like oxidation ponds. Specific treatment units are described in detail, such as screens, grit chambers, and pumping stations. The conclusion emphasizes the importance of improved wastewater treatment and environmental protection for contaminated water in the region.
This document summarizes two case studies on innovative approaches to urban flood management. The first case study examines a sustainable rainwater utilization system implemented at Tianjin University in China. It describes how low impact development techniques like permeable pavement and constructed wetlands were used to infiltrate and treat rainwater, reducing flooding and pollution. The second case study models using small-scale hydropower systems in sustainable urban drainage systems in Lisbon to recover energy from stormwater runoff. It analyzes the potential power output for different pond sizes and turbine targets. Overall, the document outlines strategies for implementing "sponge cities" that can better absorb and use rainwater and stormwater.
Irrigation with municipal waste water is a suitable disposal option in all regions where additional moisture can be effectively utilized for improved crop production. Waste water loading is to be based on the consumptive water use of the crop being grown. The primary objective should be enhancement of crop production. The root zone of productive soils can often serve as one of the most active media for the decomposition, immobilization, or utilization of wastes.
The document discusses the scope of a project to evaluate a wastewater treatment plant, including designing the plant to meet effluent standards set by the government in a cost-effective manner. It outlines factors that must be considered in planning, designing, constructing, and operating the plant such as public health, environmental protection, and adapting to changes in wastewater quality over the long term. The goal is to produce effluent that meets regulatory discharge requirements and ensures the community benefits from the plant on an ongoing basis.
Constructed wetlands are man-made systems designed to emulate natural wetlands for wastewater treatment. They utilize natural processes to treat wastewater through the interaction of microorganisms, plants, and substrates. There are different types of constructed wetlands including surface flow systems, horizontal subsurface flow systems, and vertical flow systems. Surface flow systems have water flowing above the ground while subsurface systems have water flowing below the surface through porous media. Constructed wetlands provide a low-cost approach to wastewater treatment and can effectively remove pollutants such as organic matter, suspended solids, pathogens, and nutrients.
This document presents the design of a sewage treatment plant. It includes an introduction to sewage treatment and objectives of treatment plants. It describes the various processes involved like preliminary treatment, primary treatment, secondary treatment and sludge digestion. It provides flow diagrams and population calculations to determine design flow. It includes the design calculations and sizing of various treatment units like screens, grit chambers, primary sedimentation tanks, aeration tanks, and sludge digestion tanks. The conclusion states that the treated wastewater quality will meet WHO standards for reuse in irrigation.
Low Cost Anaerobic Treatment of Municipal Solid Waste Leachateiosrjce
IOSR Journal of Environmental Science, Toxicology and Food Technology (IOSR-JESTFT) multidisciplinary peer-reviewed Journal with reputable academics and experts as board member. IOSR-JESTFT is designed for the prompt publication of peer-reviewed articles in all areas of subject. The journal articles will be accessed freely online
IRJET- Study on Increasing the Efficiency of the Existing Sequential Batch Re...IRJET Journal
The document discusses a study conducted on the existing sequential batch reactor (SBR) at St. Joseph Engineering College to evaluate its efficiency. Various water quality parameters were analyzed before and after treatment, and it was found that the aeration time could be reduced from 8 hours to 5 hours while still achieving effective treatment. The study also concluded that water quality could be further improved by using tube settlers with algae in the SBR system.
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Microbial characterisation and identification, and potability of River Kuywa ...Open Access Research Paper
Water contamination is one of the major causes of water borne diseases worldwide. In Kenya, approximately 43% of people lack access to potable water due to human contamination. River Kuywa water is currently experiencing contamination due to human activities. Its water is widely used for domestic, agricultural, industrial and recreational purposes. This study aimed at characterizing bacteria and fungi in river Kuywa water. Water samples were randomly collected from four sites of the river: site A (Matisi), site B (Ngwelo), site C (Nzoia water pump) and site D (Chalicha), during the dry season (January-March 2018) and wet season (April-July 2018) and were transported to Maseno University Microbiology and plant pathology laboratory for analysis. The characterization and identification of bacteria and fungi were carried out using standard microbiological techniques. Nine bacterial genera and three fungi were identified from Kuywa river water. Clostridium spp., Staphylococcus spp., Enterobacter spp., Streptococcus spp., E. coli, Klebsiella spp., Shigella spp., Proteus spp. and Salmonella spp. Fungi were Fusarium oxysporum, Aspergillus flavus complex and Penicillium species. Wet season recorded highest bacterial and fungal counts (6.61-7.66 and 3.83-6.75cfu/ml) respectively. The results indicated that the river Kuywa water is polluted and therefore unsafe for human consumption before treatment. It is therefore recommended that the communities to ensure that they boil water especially for drinking.
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Water polluted by dyestuffs compounds is a global threat to health and the environment; accordingly, we prepared a green novel sorbent chemical and Physical system from an algae, chitosan and chitosan nanoparticle and impregnated with algae with chitosan nanocomposite for the sorption of Malachite green dye from water. The algae with chitosan nanocomposite by a simple method and used as a recyclable and effective adsorbent for the removal of malachite green dye from aqueous solutions. Algae, chitosan, chitosan nanoparticle and algae with chitosan nanocomposite were characterized using different physicochemical methods. The functional groups and chemical compounds found in algae, chitosan, chitosan algae, chitosan nanoparticle, and chitosan nanoparticle with algae were identified using FTIR, SEM, and TGADTA/DTG techniques. The optimal adsorption conditions, different dosages, pH and Temperature the amount of algae with chitosan nanocomposite were determined. At optimized conditions and the batch equilibrium studies more than 99% of the dye was removed. The adsorption process data matched well kinetics showed that the reaction order for dye varied with pseudo-first order and pseudo-second order. Furthermore, the maximum adsorption capacity of the algae with chitosan nanocomposite toward malachite green dye reached as high as 15.5mg/g, respectively. Finally, multiple times reusing of algae with chitosan nanocomposite and removing dye from a real wastewater has made it a promising and attractive option for further practical applications.
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The incorporation of a 3DCSM and completion of HRSC provided a tool for enhanced, data-driven, decisions to support a change in remediation closure strategies. Currently, an approved pilot study has been obtained to shut-down the remediation systems (ISCO, P&T) and conduct a hydraulic study under non-pumping conditions. A separate micro-biological bench scale treatability study was competed that yielded positive results for an emerging innovative technology. As a result, a field pilot study has commenced with results expected in nine-twelve months. With the results of the hydraulic study, field pilot studies and an updated risk assessment leading site monitoring optimization cost lifecycle savings upwards of $15MM towards an alternatively evolved best available technology remediation closure strategy.
Optimizing Post Remediation Groundwater Performance with Enhanced Microbiolog...Joshua Orris
Results of geophysics and pneumatic injection pilot tests during 2003 – 2007 yielded significant positive results for injection delivery design and contaminant mass treatment, resulting in permanent shut-down of an existing groundwater Pump & Treat system.
Accessible source areas were subsequently removed (2011) by soil excavation and treated with the placement of Emulsified Vegetable Oil EVO and zero-valent iron ZVI to accelerate treatment of impacted groundwater in overburden and weathered fractured bedrock. Post pilot test and post remediation groundwater monitoring has included analyses of CVOCs, organic fatty acids, dissolved gases and QuantArray® -Chlor to quantify key microorganisms (e.g., Dehalococcoides, Dehalobacter, etc.) and functional genes (e.g., vinyl chloride reductase, methane monooxygenase, etc.) to assess potential for reductive dechlorination and aerobic cometabolism of CVOCs.
In 2022, the first commercial application of MetaArray™ was performed at the site. MetaArray™ utilizes statistical analysis, such as principal component analysis and multivariate analysis to provide evidence that reductive dechlorination is active or even that it is slowing. This creates actionable data allowing users to save money by making important site management decisions earlier.
The results of the MetaArray™ analysis’ support vector machine (SVM) identified groundwater monitoring wells with a 80% confidence that were characterized as either Limited for Reductive Decholorination or had a High Reductive Reduction Dechlorination potential. The results of MetaArray™ will be used to further optimize the site’s post remediation monitoring program for monitored natural attenuation.
Epcon is One of the World's leading Manufacturing Companies.EpconLP
Epcon is One of the World's leading Manufacturing Companies. With over 4000 installations worldwide, EPCON has been pioneering new techniques since 1977 that have become industry standards now. Founded in 1977, Epcon has grown from a one-man operation to a global leader in developing and manufacturing innovative air pollution control technology and industrial heating equipment.
Improving the viability of probiotics by encapsulation methods for developmen...Open Access Research Paper
The popularity of functional foods among scientists and common people has been increasing day by day. Awareness and modernization make the consumer think better regarding food and nutrition. Now a day’s individual knows very well about the relation between food consumption and disease prevalence. Humans have a diversity of microbes in the gut that together form the gut microflora. Probiotics are the health-promoting live microbial cells improve host health through gut and brain connection and fighting against harmful bacteria. Bifidobacterium and Lactobacillus are the two bacterial genera which are considered to be probiotic. These good bacteria are facing challenges of viability. There are so many factors such as sensitivity to heat, pH, acidity, osmotic effect, mechanical shear, chemical components, freezing and storage time as well which affects the viability of probiotics in the dairy food matrix as well as in the gut. Multiple efforts have been done in the past and ongoing in present for these beneficial microbial population stability until their destination in the gut. One of a useful technique known as microencapsulation makes the probiotic effective in the diversified conditions and maintain these microbe’s community to the optimum level for achieving targeted benefits. Dairy products are found to be an ideal vehicle for probiotic incorporation. It has been seen that the encapsulated microbial cells show higher viability than the free cells in different processing and storage conditions as well as against bile salts in the gut. They make the food functional when incorporated, without affecting the product sensory characteristics.
ENVIRONMENT~ Renewable Energy Sources and their future prospects.tiwarimanvi3129
This presentation is for us to know that how our Environment need Attention for protection of our natural resources which are depleted day by day that's why we need to take time and shift our attention to renewable energy sources instead of non-renewable sources which are better and Eco-friendly for our environment. these renewable energy sources are so helpful for our planet and for every living organism which depends on environment.
Presented by The Global Peatlands Assessment: Mapping, Policy, and Action at GLF Peatlands 2024 - The Global Peatlands Assessment: Mapping, Policy, and Action
3. Physical process
When water flows through wetlands, the flow rate
slows down, which is conducive to wetland
filtration, deposition, and adsorption of pollutants.
Chemical process
Biological process
Microbial interpretation and transformation of
pollutants, such as nitrification and denitrification.
Mechanism of pollutant removal
Complexation and precipitation of pollutants
adsorbed in wetland pores with other ions in soil
。
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
4. Overview of wastewater
treatment in CWs
Development of constructed wetlands in China
01 02
Publications related to the search topic
“Constructed wetland”from WOS and CSCD,
with author address belonged to China.
Annual quantity of constructed wetlands in China
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
5. Development of constructed wetlands in China
Wastewater treatment plants are still the
main method of wastewater treatment in
China, but the growth rate of wastewater
treatment capacity in constructed wetlands is
significantly higher than that of wastewater
treatment plants. Overall, as the number of
constructed wetlands increases year by year,
their contribution to wastewater treatment
will increase year by year.
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
6. Development of constructed wetlands in China
Characteristics
• SF systems are most commonly used
• The substrates are mainly natural materials such as soil, coarse sand, and grave
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
7. Advantages and limitations of CWs
Cons
Pros
· less expensive
·natural processes
·simple construction
·cost effectiveness
·process stability
·simple operation and
maintenance
·large area requirement
· may be economical
relative to other options
only where is available
and affordable.
·design criteria have yet
to be developed for every
types of wastewater and
climates.
Advantages of CWs Limitations of CWs
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
10. Domestic sewage
Domestic sewage is the wastewater discharged from
residents' daily lives, mainly from residential buildings and
public buildings, such as residential buildings, offices,
schools, hospitals, shops, public places, and industrial
enterprise toilets. The pollutants contained in domestic
sewage are mainly organic substances (such as proteins,
carbohydrates, fats, urea, ammonia nitrogen, etc.) and a large
number of pathogenic microorganisms (such as parasitic eggs
and intestinal infectious viruses, etc.)
Characteristics of domestic sewage
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
11. Domestic sewage
·In general, most constructed wetlands have good removal effects
on chemical oxygen demand(COD)、BOD5、NH4
+-N、TP、SS
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
12. Domestic sewage
·INTRODUCTIONS
The constructed wetland at Sunga was constructed in the year 2005, treating municipal domestic
wastewater.The total area of the constructed wetland is 375 m2 (HF-150 m2, VF-150 m2 and SDB-70 m2)
Figure:Schematic representation and site photo of CW at Sunga
Figure:Performance of constructed wetland at Sunga from August 2006 to August 2007
Case studies: The constructed wetland at Sunga
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
14. Majed Alsubih’s study evaluates the combination of macrophyte CW-along with
a tubesettler system to remove PhACs. The study concluded that CW could be
successfully used to treat hospital wastewater.[1]
Swine Wastewater
Wang Lisha et al. adopted the research method of field positioning observation
and established a surface flow wetland system of green foxtail algae, aiming to
provide a parameter basis for the ecological treatment of subtropical high load
pig wastewater.[2]
Petroleum-containing Wastewater
In order to study the purification effect of constructed wetland systems on
petroleum-containing wastewater, Xiang Wei et al. constructed four
groups of constructed wetland systems to conduct treatment experiments
in the field environment. [3]
Industrial Wastewaters
Hospital Wastewater
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
15. Hospital Wastewater
Schematic diagram of constructed wetland setup employed in this
study to evaluate the pharmaceutical removal efficiency.
Operational conditions of Constructed
Wetland setup.
Parameter
Construction type
Post treatment
Macrophyte species
Filter material
Filter bed
Specification
Horizontal Surface Flow
Tube settler
Phragmites australis
Natural River Sand of local origin (mainly quartz)
0.2 m thickness
• A constructed wetland was a built-in outdoor environment
comprising galvanized sheets with the dimension of length
(1.5 m), width (0.65 m), and depth (0.5 m).
• The sand bed was 0.2 m thick, which supported the growth
of phragmites australis.
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
16. Hospital Wastewater
(a) illustrates the Paracetamol removal efficiency by Wetland concerning time (weeks),
(b) Ketoprofen removal efficiency by Wetland concerning time (weeks),
(c) Ciprofloxacin removal efficiency by Wetland concerning time (weeks).
I = influent, E = Effluent, and CWR = built wetland removal efficiency.
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
17. Swine Wastewater
Engineering parameters of M. elatinoides constructed wetlands
Design parameters CW1 CW2 CW3 CW4 CW5 CW6
Area/m2
Effective water depth/m
Hydraulic load/m ·
Hydraulic retention time/d
194 194 183 270 319 437
0.4 0.4 0.4 0.6 0.6 0.6
0.14 0.14 0.14 0.1 0.08 0.06
2.9 2.9 2.7 6 7.1 9.7
• The table describes Engineering parameters of constructed wetlands.
• The wastewater flows through a Grade 6 wetland and is discharged into adjacent ditches through the outlet.
• Paddy soil is used as the substrate.
• CW1, CW2, CW3, CW4, CW5, and CW6 represent first, second, third, fourth, fifth, and sixth level wetlands, respectively
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
18. Swine Wastewater
• The contribution of plant absorption to N and P is not significantly different.
• The contribution of sediment adsorption to TP removal is significantly higher than that to TN removal.
• Constructed wetland has a good treatment effect on swine wastewater, with an average pollutant removal rate of over 90%.
Contaminant mass balance
Project
input
kg
output
kg
absorption
g/(m2 · d)
absorption
rate %
plant absorption
g/(m2 · d)
ratio
%
sediment adsorption
g/(m2 · d)
ratio
%
others
%
TN 3917.5 114.86 9.92 97.1 1.89 19.1 1.96 19.8 61.1
TP 391.12 32.87 0.94 91.6 0.19 20.2 0.58 61.7 18.1
2978.09 76.31 7.57 97.4 —— —— —— —— ——
COD 7766.69 781.75 18.22 89.9 —— —— —— —— ——
−
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
20. Stormwater runoff
Treatment effect
Constructed wetlands
can significantly improve
the quality of urban and
rural runoff, especially in
terms of nitrogen and
phosphorus removal.
The concentration of pollutants in urban road surface
rainwater runoff is high and varies widely, especially
the concentration of COD and SS in initial runoff is
much higher than that in typical domestic sewage
Characteristics of rainwater runoff
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
21. Stormwater Runoff
·Introductions
Zonglvquan CW is located in Chongqing province
, a typical urban residential area runoff treatment
constructed wetland, which is a composite treatment
system combining HSSF and SWF.
Figure:Schematic representation of Zonglvquan CWs
Zonglvquan constructed wetland has a good
removal effect when operating under no impact
load, and also has a good control effect on the
concentration of runoff pollutants under rainfall
impact load.
Case studies: Zonglvquan constructed wetland
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
23. Secondary effluent
Nowadays, people are increasingly using constructed wetlands for tertiary treatment of
urban sewage. After advanced treatment of secondary effluent from constructed wetlands,
the final effluent can meet the requirements of toilet flushing, irrigation, and road
flushing.
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
24. Secondary effluent
(A)The core structure of the IVCW,
(B)The flow chart of treatment process by IVCW in
Beijing Olympic Forest Park
(C , D)The sightseeing of the IVCW
The main objective of the CW in
the Olympic Forest Park, an IVCW,
was to purify water from the
WWTPand recycle lake water as
well,tail water from the WWTP was
used as the water sources for the
dragon-shaped water system in the
Beijing Olympic Forest Park, and
the CW was mainly for the
improvement and maintenance of
water quality.
The CW in Beijing Olympic Forest Park
Case studies:
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
26. Treatment of ECs
In recent years, emerging contaminants (ECs), such as
pharmaceuticals and personal care products (PPCPs) and
endocrine disrupting chemicals (EDCs), have increasingly
gained attention.
CWs are considered to be reasonable options for treating ECs
due to its lower cost, easy operation and less maintenance
requirements.(Wu et al., 2015b, Liu et al., 2016)
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
27. Treatment of ECs
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
28. Treatment of ECs
>80%
60%-80%
40%-60%
0-40%
<0
Contribution of removal=(C -C )/C
inlet outlet RL
Combined
pretreatment
Pretreatment
+Reed beds
ECs
Pretreatment Reed
Beds
Total
removal
EQ Aer Sed PP Out
BPA >99.9% >99.9% >99.9%
ACT 82.2% 92.8% 91.4%
GFZ 80.3% 97.2% 94.0%
DEET 93.9% 98.0% 93.1%
CF 73.7% 89.4% 80.3%
SA 76.2% 82.6% 77.2%
DCF 79.2% 99.4% 91.8%
CA 94.9% 99.8% 99.9%
SMZ >99.9% 99.1% 99.9%
RL: raw landfill leachate; EO:equalization tank; Aer: aeration lagoon;
Sed: sedimentation tank; RB: reed bed; PP: polishing pond; 0ut: outlet.
The overall removal of PPCPs and EDCs in the hybrid CW system were greater
than 77.2% (Left Table ). In particular, several compounds, such as BPA, CA,
and SMZ, exhibited excellent removal efficiencies (>99.9%).[4]
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
29. Economic, social, environmental triple effect
Economic effect:The economic functions of CWs include not only direct utilization
values such as providing economic products of wetlands to humans, but also indirect
utilization values such as maintaining hydrological cycles and purifying the
environment.
Social effect:The rich landscape elements and species diversity of constructed
wetlands make them rich in social functions such as tourism, education, and
scientific research.
Environmental effect:Constructed wetlands can degrade sewage, purify water
quality, regulate climate,and provide habitat for species.
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands
30. Outlook
As a new process of sewage treatment with
low cost, simple operation and adjustable
treatment unit, wetland construction can
reduce the cost of sewage classification
treatment, which has broad application
prospects.
Further research should effectively judge
the effect of substrate, microorganism and
plant on removing pollutants, so as to
strengthen the removal efficiency of
constructed wetland and further expand the
application range of constructed wetland.
Overview of wastewater
treatment in CWs
Evaluation of different
sewage treatment effects
Advantages of
constructed wetlands