The document provides information about effluent treatment plants (ETPs). It discusses the need to treat effluent to prevent environmental pollution. It describes the major treatment units in ETPs, which include preliminary treatment to remove solids, primary treatment using sedimentation to remove heavier particles, and secondary treatment using biological processes like activated sludge or trickling filters to break down organic matter. The document contains detailed information about the individual processes and units used at each stage of treatment in an ETP.
The document discusses effluent treatment plants (ETPs). It defines effluent as liquid industrial waste and explains that ETPs treat effluent through various stages before discharging it. The stages include preliminary treatment to remove solids, primary treatment using physical and chemical processes, secondary biological treatment using aerobic and anaerobic microorganisms, and tertiary treatment for additional removal of substances. Key processes involve pH adjustment, coagulation, flocculation, sedimentation, filtration and disinfection. The activated sludge process is also summarized, involving aeration, solid-liquid separation, effluent discharge, sludge wasting and return of biomass to the aeration tank.
The document discusses quality assurance maintenance and effluent treatment plants (ETPs). It defines quality assurance maintenance as activities to prevent and control defects. The pillars of quality maintenance include focused improvement, autonomous maintenance, planned maintenance, preventative maintenance, and training. ETPs treat industrial wastewater through preliminary, primary, secondary, and tertiary treatment levels using physical, chemical, and biological processes to remove contaminants before water is safely discharged or reused. The document provides details on the treatment processes and design considerations for an effective ETP.
The document discusses auditing of a critical system called an effluent treatment plant (ETP). It begins with definitions of key terms related to ETPs like effluent, influent, and sludge. It then covers the advantages of wastewater systems, the need for ETPs, and factors to consider in ETP design. The document outlines the treatment levels and processes in an ETP from preliminary to tertiary. It provides examples of physical, chemical, and biological processes. Finally, it discusses audit checklists and procedures for ETPs and considerations for environmental impact assessments.
The document describes the key components and processes of an effluent treatment plant (ETP). The ETP treats industrial wastewater in multiple stages including preliminary treatment to remove solids, primary treatment using sedimentation, secondary treatment using biological processes like activated sludge, and tertiary/advanced treatment using techniques like sand filters to further polish the water before discharge or reuse. The ETP aims to clean industrial effluent to reduce freshwater usage and allow safe release of water back into the environment while meeting pollution standards.
This document describes the effluent treatment plant (ETP) of Delta Knit Composite Ltd. The ETP uses a biological treatment process to treat 120 m3/hr of industrial wastewater. The treatment process includes screening, equalization, pH correction, aeration, sedimentation, sludge thickening, and recycling of sludge. The ETP is able to reduce pollutants in the wastewater and produce treated effluent that can be safely discharged and dried sludge.
The document discusses effluent treatment plants (ETPs), which treat industrial wastewater before releasing it into the environment. ETPs use physical, chemical, and biological processes to remove pollutants from wastewater and make it free of impurities. The treatment involves preliminary, primary, secondary, and sometimes tertiary stages to purify the water by removing suspended solids, BOD, COD, oil, grease and other parameters to meet government standards for safe release. The document also provides details about various treatment units and processes used at each stage.
It is important & most useful presentation about ETP.
Created By: 131 TE-2 batch student
BGMEA University of Fashion & Technology (BUFT)
Textile Engineering Department
Course: Bangladesh Studies
The document discusses effluent treatment plants (ETPs). It defines effluent as liquid industrial waste and explains that ETPs treat effluent through various stages before discharging it. The stages include preliminary treatment to remove solids, primary treatment using physical and chemical processes, secondary biological treatment using aerobic and anaerobic microorganisms, and tertiary treatment for additional removal of substances. Key processes involve pH adjustment, coagulation, flocculation, sedimentation, filtration and disinfection. The activated sludge process is also summarized, involving aeration, solid-liquid separation, effluent discharge, sludge wasting and return of biomass to the aeration tank.
The document discusses quality assurance maintenance and effluent treatment plants (ETPs). It defines quality assurance maintenance as activities to prevent and control defects. The pillars of quality maintenance include focused improvement, autonomous maintenance, planned maintenance, preventative maintenance, and training. ETPs treat industrial wastewater through preliminary, primary, secondary, and tertiary treatment levels using physical, chemical, and biological processes to remove contaminants before water is safely discharged or reused. The document provides details on the treatment processes and design considerations for an effective ETP.
The document discusses auditing of a critical system called an effluent treatment plant (ETP). It begins with definitions of key terms related to ETPs like effluent, influent, and sludge. It then covers the advantages of wastewater systems, the need for ETPs, and factors to consider in ETP design. The document outlines the treatment levels and processes in an ETP from preliminary to tertiary. It provides examples of physical, chemical, and biological processes. Finally, it discusses audit checklists and procedures for ETPs and considerations for environmental impact assessments.
The document describes the key components and processes of an effluent treatment plant (ETP). The ETP treats industrial wastewater in multiple stages including preliminary treatment to remove solids, primary treatment using sedimentation, secondary treatment using biological processes like activated sludge, and tertiary/advanced treatment using techniques like sand filters to further polish the water before discharge or reuse. The ETP aims to clean industrial effluent to reduce freshwater usage and allow safe release of water back into the environment while meeting pollution standards.
This document describes the effluent treatment plant (ETP) of Delta Knit Composite Ltd. The ETP uses a biological treatment process to treat 120 m3/hr of industrial wastewater. The treatment process includes screening, equalization, pH correction, aeration, sedimentation, sludge thickening, and recycling of sludge. The ETP is able to reduce pollutants in the wastewater and produce treated effluent that can be safely discharged and dried sludge.
The document discusses effluent treatment plants (ETPs), which treat industrial wastewater before releasing it into the environment. ETPs use physical, chemical, and biological processes to remove pollutants from wastewater and make it free of impurities. The treatment involves preliminary, primary, secondary, and sometimes tertiary stages to purify the water by removing suspended solids, BOD, COD, oil, grease and other parameters to meet government standards for safe release. The document also provides details about various treatment units and processes used at each stage.
It is important & most useful presentation about ETP.
Created By: 131 TE-2 batch student
BGMEA University of Fashion & Technology (BUFT)
Textile Engineering Department
Course: Bangladesh Studies
This document provides information on aseptic processing technology and quality control testing for various sterile pharmaceutical dosage forms including ointments, suspensions, emulsions, and sterile solutions. It discusses cleanroom classifications, manufacturing processes, and in-process quality control tests for content uniformity, clarity, leakage, extractable volume, sterility, consistency, penetration, irritation potential, sedimentation, redispersibility, particle size, viscosity, and zeta potential.
Autoclave
Principle of Autoclave
Construction of Autoclave
Working of Autoclave
Qualification of Autoclave
Installation Qualification
Operational Qualification
Performance Qualification
References
This document provides an overview of facility design considerations for advanced sterile product manufacturing. It discusses key areas like area planning based on product type, facility classification, environmental control zones, wall and floor treatments, change rooms, personnel flow, and utility locations. Proper facility design with controlled environments and aseptic practices is necessary to ensure sterility of pharmaceutical products like APIs, antibiotics, and biological products during manufacturing.
The document discusses aseptic processing, which involves bringing together sterile products, containers, and closures that have been separately sterilized and assembling them in a highly controlled environment using specialized personnel and equipment. Key elements of aseptic processing include facility design and control, equipment sterilization and material handling, the aseptic processing itself, personnel training, process verification through media fills and environmental monitoring, finished product testing, and comprehensive documentation.
As the audit proceeds, there might arise some situations where the facts indicate there is a failure, either partially or wholly, of the quality management system, such a situation is called nonconformity/ deficiencies”.
The document discusses the treatment of industrial wastewater in an effluent treatment plant (ETP). It describes the various treatment units used in an ETP including preliminary (screens, grit chambers), primary (sedimentation tanks), secondary (activated sludge process, trickling filters), and tertiary (filtration, activated carbon) treatments. The goal of an ETP is to remove pollutants from wastewater through physical, chemical, and biological processes before discharge or reuse, in order to prevent environmental pollution and protect public health. Major pollutants removed include suspended solids, oil and grease, and organic materials that consume oxygen.
Quality by Design and Process Analytical TechnologyMANIKANDAN V
This document discusses Quality by Design (QbD) and Process Analytical Technology (PAT) as applied to the pharmaceutical industry. It defines key QbD concepts like Quality Target Product Profile, Critical Quality Attributes, Critical Material Attributes, Critical Process Parameters, and design space. It explains how QbD involves systematic development through risk assessment and control strategies to consistently deliver quality products. PAT is described as using real-time measurements and process monitoring to ensure quality and facilitate continuous improvement. The roles of QbD and PAT in drug development and manufacturing are also summarized.
This document provides an overview of process automation in the pharmaceutical industry. It discusses various pharmaceutical manufacturing processes like granulation, drying, milling, and compression. It also describes different types of pharmaceutical processing equipment used for unit operations like mixing, drying, milling etc. Finally, it discusses process automation and concepts like cleaning-in-place and sterilization-in-place which are important for ensuring sterility in pharmaceutical manufacturing.
Fluidized Bed Dryer
Principle of FBD
Construction of FBD
Working of FBD
Steps of Fluidization
Qualification of FBD
Design Qualification
Installation Qualification
Operational Qualification
Performance Qualification
References
This document provides information about qualification of an autoclave. It defines qualification as proving that equipment works correctly and leads to expected results. It discusses different types of qualification including design, installation, operational, and performance qualification. For autoclave qualification, it outlines tests that should be performed at each stage like temperature mapping, alarm checks, steam penetration tests, and biological indicator testing to prove the autoclave is sterilizing properly. It also provides guidelines for safe operation of the autoclave.
The document provides information about auditing a microbiological laboratory. It defines quality audits and outlines the scope and objectives of auditing. Key areas that are audited include laboratory equipment, standard operating procedures, documentation, environmental monitoring, and testing processes. The document discusses auditing the laboratory facility, equipment, documentation systems, and testing methods to ensure compliance with standards.
Qualification of membrane filtration apparatusPRAVADA
This document discusses the validation of membrane filtration processes. It defines qualification as ensuring equipment is properly installed and works as expected. There are four types of qualification: design, installation, operational, and performance. Membrane filtration separates solids from liquids using a porous membrane. Validation of membrane filters includes testing reproducibility, sterilization, integrity, operating conditions, inertness, antimicrobial activity, endotoxins, and toxicity to ensure the filter performs as intended. Regular performance qualification is important to check the filter maintains consistent performance over time.
Aseptic / sterile - “ A state of control attained by using an aseptic work area and performing activities in a manner that precludes microbiological contamination of the exposed sterile product”
Validation of aseptic process should be designed to provide assurance through appropriate testing that all phases and activities of the process remain sterile and it is controlled within the predetermined parameters.
Drug product, container, and closure are subject to sterilization separately, and then brought together.
This document discusses the requirements for wall and floor treatments and change rooms in advanced sterile product manufacturing facilities. Walls and floors must be smooth, impervious, non-shedding surfaces to prevent microbial growth. Change rooms are needed for personnel to properly don sterile garments and gloves before entering controlled manufacturing areas, and must include features like interlocked doors and hand washing stations to maintain sterility. Proper construction of walls, floors, and change rooms is critical for preventing contamination in sterile product manufacturing.
This document discusses chemical hazards in the workplace. It begins by defining chemical hazards and sources of chemical hazards, which can include ingestion, inhalation, absorption, and injection of chemicals. It then discusses specific hazards of organic synthesis, such as sulfonating agents and final products like mepacrine, nicotinic acid, penicillin, and local anesthetics. The full document provides more details on the types of hazards chemicals can pose and control measures for reducing risks.
This document discusses the validation of a fluidized bed dryer. It begins with an introduction to fluidized bed drying and the construction and working of fluidized bed dryers. It then discusses the four stages of validation for equipment: design qualification, installation qualification, operational qualification, and performance qualification. For each stage, it provides details on the specific tests and documentation required for validating a fluidized bed dryer. It emphasizes establishing that the dryer will consistently and reliably perform its intended functions.
Fire and explosions pose serious hazards in industrial settings. Three key elements are required for combustion - a fuel source, oxygen, and an ignition source. Major industrial accidents over recent decades involving fires, explosions, and chemical releases have caused numerous deaths and injuries as well as economic and environmental damage. Effective safety management including hazard identification, worker training, equipment inspections, and emergency response planning can help reduce risks. Prevention strategies include eliminating ignition sources, proper chemical storage, ventilation, and use of fire suppression systems.
The document discusses air-based hazards and fire protection. It describes various sources of air pollution like combustion of fuels, industrial processes, and natural sources. Specific pollutants from these sources like carbon monoxide, heavy metals, nitrogen oxides, and particulate matter are discussed. The effects of air hazards like smog, soot, greenhouse gases, and pollen are also summarized. The document then covers air circulation maintenance in sterile and non-sterile areas, preliminary hazard analysis procedures, and classifications of fire.
The document discusses effluent treatment plants (ETPs). It explains that ETPs treat wastewater from industrial or commercial activities before releasing it into the environment. ETPs use various treatment units like screens, sedimentation tanks, and biological processes to remove pollutants. Primary treatment removes solids while secondary treatment uses microorganisms to break down organic matter. Tertiary treatment can further purify the water using techniques like filtration and ion exchange. The document provides details on the purpose and functioning of common unit operations in ETPs.
The document discusses hazard and risk management in effluent treatment. It defines hazards, risk, and management. It then describes the effluent treatment process, which uses physical, chemical, and biological processes to remove contaminants from wastewater. This includes preliminary treatment to remove solids, primary treatment using sedimentation to remove suspended solids, and secondary biological treatment using methods like activated sludge processes to break down organic matter. The document provides details on various treatment units and procedures to produce safely treated effluent. It also briefly mentions the roles of emergency services in public safety.
This document provides information on aseptic processing technology and quality control testing for various sterile pharmaceutical dosage forms including ointments, suspensions, emulsions, and sterile solutions. It discusses cleanroom classifications, manufacturing processes, and in-process quality control tests for content uniformity, clarity, leakage, extractable volume, sterility, consistency, penetration, irritation potential, sedimentation, redispersibility, particle size, viscosity, and zeta potential.
Autoclave
Principle of Autoclave
Construction of Autoclave
Working of Autoclave
Qualification of Autoclave
Installation Qualification
Operational Qualification
Performance Qualification
References
This document provides an overview of facility design considerations for advanced sterile product manufacturing. It discusses key areas like area planning based on product type, facility classification, environmental control zones, wall and floor treatments, change rooms, personnel flow, and utility locations. Proper facility design with controlled environments and aseptic practices is necessary to ensure sterility of pharmaceutical products like APIs, antibiotics, and biological products during manufacturing.
The document discusses aseptic processing, which involves bringing together sterile products, containers, and closures that have been separately sterilized and assembling them in a highly controlled environment using specialized personnel and equipment. Key elements of aseptic processing include facility design and control, equipment sterilization and material handling, the aseptic processing itself, personnel training, process verification through media fills and environmental monitoring, finished product testing, and comprehensive documentation.
As the audit proceeds, there might arise some situations where the facts indicate there is a failure, either partially or wholly, of the quality management system, such a situation is called nonconformity/ deficiencies”.
The document discusses the treatment of industrial wastewater in an effluent treatment plant (ETP). It describes the various treatment units used in an ETP including preliminary (screens, grit chambers), primary (sedimentation tanks), secondary (activated sludge process, trickling filters), and tertiary (filtration, activated carbon) treatments. The goal of an ETP is to remove pollutants from wastewater through physical, chemical, and biological processes before discharge or reuse, in order to prevent environmental pollution and protect public health. Major pollutants removed include suspended solids, oil and grease, and organic materials that consume oxygen.
Quality by Design and Process Analytical TechnologyMANIKANDAN V
This document discusses Quality by Design (QbD) and Process Analytical Technology (PAT) as applied to the pharmaceutical industry. It defines key QbD concepts like Quality Target Product Profile, Critical Quality Attributes, Critical Material Attributes, Critical Process Parameters, and design space. It explains how QbD involves systematic development through risk assessment and control strategies to consistently deliver quality products. PAT is described as using real-time measurements and process monitoring to ensure quality and facilitate continuous improvement. The roles of QbD and PAT in drug development and manufacturing are also summarized.
This document provides an overview of process automation in the pharmaceutical industry. It discusses various pharmaceutical manufacturing processes like granulation, drying, milling, and compression. It also describes different types of pharmaceutical processing equipment used for unit operations like mixing, drying, milling etc. Finally, it discusses process automation and concepts like cleaning-in-place and sterilization-in-place which are important for ensuring sterility in pharmaceutical manufacturing.
Fluidized Bed Dryer
Principle of FBD
Construction of FBD
Working of FBD
Steps of Fluidization
Qualification of FBD
Design Qualification
Installation Qualification
Operational Qualification
Performance Qualification
References
This document provides information about qualification of an autoclave. It defines qualification as proving that equipment works correctly and leads to expected results. It discusses different types of qualification including design, installation, operational, and performance qualification. For autoclave qualification, it outlines tests that should be performed at each stage like temperature mapping, alarm checks, steam penetration tests, and biological indicator testing to prove the autoclave is sterilizing properly. It also provides guidelines for safe operation of the autoclave.
The document provides information about auditing a microbiological laboratory. It defines quality audits and outlines the scope and objectives of auditing. Key areas that are audited include laboratory equipment, standard operating procedures, documentation, environmental monitoring, and testing processes. The document discusses auditing the laboratory facility, equipment, documentation systems, and testing methods to ensure compliance with standards.
Qualification of membrane filtration apparatusPRAVADA
This document discusses the validation of membrane filtration processes. It defines qualification as ensuring equipment is properly installed and works as expected. There are four types of qualification: design, installation, operational, and performance. Membrane filtration separates solids from liquids using a porous membrane. Validation of membrane filters includes testing reproducibility, sterilization, integrity, operating conditions, inertness, antimicrobial activity, endotoxins, and toxicity to ensure the filter performs as intended. Regular performance qualification is important to check the filter maintains consistent performance over time.
Aseptic / sterile - “ A state of control attained by using an aseptic work area and performing activities in a manner that precludes microbiological contamination of the exposed sterile product”
Validation of aseptic process should be designed to provide assurance through appropriate testing that all phases and activities of the process remain sterile and it is controlled within the predetermined parameters.
Drug product, container, and closure are subject to sterilization separately, and then brought together.
This document discusses the requirements for wall and floor treatments and change rooms in advanced sterile product manufacturing facilities. Walls and floors must be smooth, impervious, non-shedding surfaces to prevent microbial growth. Change rooms are needed for personnel to properly don sterile garments and gloves before entering controlled manufacturing areas, and must include features like interlocked doors and hand washing stations to maintain sterility. Proper construction of walls, floors, and change rooms is critical for preventing contamination in sterile product manufacturing.
This document discusses chemical hazards in the workplace. It begins by defining chemical hazards and sources of chemical hazards, which can include ingestion, inhalation, absorption, and injection of chemicals. It then discusses specific hazards of organic synthesis, such as sulfonating agents and final products like mepacrine, nicotinic acid, penicillin, and local anesthetics. The full document provides more details on the types of hazards chemicals can pose and control measures for reducing risks.
This document discusses the validation of a fluidized bed dryer. It begins with an introduction to fluidized bed drying and the construction and working of fluidized bed dryers. It then discusses the four stages of validation for equipment: design qualification, installation qualification, operational qualification, and performance qualification. For each stage, it provides details on the specific tests and documentation required for validating a fluidized bed dryer. It emphasizes establishing that the dryer will consistently and reliably perform its intended functions.
Fire and explosions pose serious hazards in industrial settings. Three key elements are required for combustion - a fuel source, oxygen, and an ignition source. Major industrial accidents over recent decades involving fires, explosions, and chemical releases have caused numerous deaths and injuries as well as economic and environmental damage. Effective safety management including hazard identification, worker training, equipment inspections, and emergency response planning can help reduce risks. Prevention strategies include eliminating ignition sources, proper chemical storage, ventilation, and use of fire suppression systems.
The document discusses air-based hazards and fire protection. It describes various sources of air pollution like combustion of fuels, industrial processes, and natural sources. Specific pollutants from these sources like carbon monoxide, heavy metals, nitrogen oxides, and particulate matter are discussed. The effects of air hazards like smog, soot, greenhouse gases, and pollen are also summarized. The document then covers air circulation maintenance in sterile and non-sterile areas, preliminary hazard analysis procedures, and classifications of fire.
The document discusses effluent treatment plants (ETPs). It explains that ETPs treat wastewater from industrial or commercial activities before releasing it into the environment. ETPs use various treatment units like screens, sedimentation tanks, and biological processes to remove pollutants. Primary treatment removes solids while secondary treatment uses microorganisms to break down organic matter. Tertiary treatment can further purify the water using techniques like filtration and ion exchange. The document provides details on the purpose and functioning of common unit operations in ETPs.
The document discusses hazard and risk management in effluent treatment. It defines hazards, risk, and management. It then describes the effluent treatment process, which uses physical, chemical, and biological processes to remove contaminants from wastewater. This includes preliminary treatment to remove solids, primary treatment using sedimentation to remove suspended solids, and secondary biological treatment using methods like activated sludge processes to break down organic matter. The document provides details on various treatment units and procedures to produce safely treated effluent. It also briefly mentions the roles of emergency services in public safety.
Effluent treatment Plant covers the mechanisms and processes used to treat such waters that have been contaminated in some way by anthropogenic industrial or commercial activities prior to its release into the environment or its re-use.
This document describes the key processes involved in an effluent treatment plant (ETP). It discusses preliminary treatment including screens, grit chambers, and oil/grease removal. Primary treatment consists of sedimentation tanks and clarifiers. Secondary treatment uses biological processes like activated sludge or trickling filters. Tertiary treatment provides additional filtration and may include carbon filters or disinfection. The major treatment units in an ETP are preliminary, primary, secondary, and tertiary treatments.
This document provides information about industrial effluent treatment plants (ETPs). It defines ETPs and explains why they are needed to treat industrial effluent before release or reuse. The major treatment units in an ETP are described, including preliminary (screening, grit removal), primary (sedimentation, clarification), secondary (activated sludge process, trickling filters), and tertiary (filtration, disinfection) treatments. Specific unit processes like neutralization tanks, equalization tanks, and aerobic/anaerobic digesters are also outlined.
The document provides information about effluent treatment plants (ETPs). It discusses the concept of ETPs and why they are needed to treat effluent prior to release into the environment. It then describes the major treatment units used in ETPs, including preliminary treatment to remove solids and oils, primary treatment using sedimentation tanks, secondary biological treatment using methods like activated sludge process, and tertiary treatment using filtration and disinfection. Key processes and components of an ETP are screening, grit removal, equalization, neutralization, trickling filters, UASB reactors, and various filtration options.
The document summarizes a sewage treatment plant in Govindpura, Ghaziabad. It discusses that the plant was constructed at a cost of Rs. 6832 lakh and has four channels each treating 56 MLD of sewage. It uses an UASB process and was inaugurated by the Chief Minister of Uttar Pradesh. The plant treats sewage from nearby areas and produces treated wastewater that meets pollution control standards.
This document summarizes the key processes involved in wastewater treatment, including primary, secondary, and tertiary treatment stages. Primary treatment involves physical processes like screening and sedimentation to remove solids. Secondary treatment uses biological processes like trickling filters, activated sludge tanks, and anaerobic digesters to break down organic matter. Tertiary treatment provides disinfection using chlorination, UV light, or ozonation to remove pathogens before wastewater is discharged.
BOD and sewage water treatment processSamiaSalman1
The document discusses wastewater treatment processes. It describes that wastewater undergoes preliminary treatment to remove solids, primary treatment to remove settleable solids through sedimentation, and secondary treatment using biological processes like trickling filters, activated sludge, or oxidation ponds to further reduce organic matter. It then provides details on the steps and purposes of preliminary treatment, primary treatment, and some secondary treatment options.
✓Waste water is a term that is used to describe waste material that includes....
Food scraps
Oil and soaps.
Human wastes.
Industrial wastes.
Sewage waste that is collected from urban areas.
WASTE WATER AND THEIR TREATMENT (PRIMARY, SECONDARY AND TERTIARY)
This document discusses industrial wastewater treatment processes. It describes the types of industrial effluent and provides an overview of common sewage treatment processes. These generally include pre-treatment to remove solids, primary treatment using sedimentation to remove settleable materials, secondary treatment using biological processes to break down organic matter, and sometimes tertiary treatment for advanced nutrient removal. The goal is to produce a treated effluent that is safe to release into the environment and a treated sludge that can be disposed of or reused.
The document discusses effluent treatment plants. It describes effluent as liquid waste flowing from various sources and outlines the key stages of industrial wastewater treatment and sewage treatment. These include pre-treatment, screening, grit removal, primary treatment using sedimentation, secondary treatment using biological processes, and sometimes tertiary treatment for advanced cleaning. Sludge produced is also treated and disposed of safely.
Design and Different Sections of a Waste Water Treatment PlantIRJET Journal
This document discusses the design and sections of a wastewater treatment plant. It begins by introducing wastewater treatment plants and their importance. It then describes the main sections of a wastewater treatment plant in order: preliminary treatment to remove large solids, primary treatment using physical and chemical processes to remove grease and oils, and secondary treatment using biological processes to reduce organic matter. It also discusses specific processes like screening, coagulation and flocculation, and sedimentation tanks. The purpose is to provide information on wastewater treatment plant design and processes.
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.
Industrial waster water management and its applicationARUNKUMARC39
The document discusses various mitigation measures for water pollution from industries, including treating industrial wastewater before discharge. It describes conventional wastewater treatment processes involving primary sedimentation, secondary biological treatment, and disinfection. Guidelines for controlling industrial wastewater pollution include relevant environmental laws and policies in India that make state governments and urban local bodies responsible for sewage infrastructure and treatment.
This document provides an overview of various mechanical, physical, chemical, biological, and advanced treatment processes used in industrial wastewater treatment plants. It describes processes like screening, sedimentation, flotation, neutralization, chemical precipitation, activated sludge, trickling filters, anaerobic digestion, and membrane separation. It also includes diagrams of processes like API separators, CPI units, dissolved air flotation systems, and sequential batch reactors. At the end, it proposes a possible flow diagram for an industrial wastewater treatment plant incorporating several of these treatment steps and technologies.
Sewage is comprised of about 99.9% water and 0.1% solid or dissolved wastes from households, industries, and stormwater runoff. Sewage undergoes physical, chemical, and biological treatment processes to remove contaminants and produce treated wastewater safe for release. Pretreatment screens and filters remove large solid objects, while primary treatment uses sedimentation to remove about half the total solids. Secondary treatment further breaks down organic matter using trickling filters, activated sludge systems, filter beds, or rotating biological contactors. Membrane bioreactors can also be used for secondary treatment and achieve higher removal rates than conventional activated sludge. The byproduct of sewage treatment is sewage sludge
The document discusses the multi-stage process of wastewater treatment. It includes pre-treatment to remove large debris, primary treatment to allow solids to settle and remove oils and grease, secondary treatment using bacteria to break down biological materials, and tertiary treatment to remove additional pollutants through methods like filtration, nutrient removal, and disinfection before environmental release.
The document discusses the multi-stage process of wastewater treatment. It begins with pre-treatment to remove large debris through screening and grit removal. Primary treatment uses sedimentation to separate solids and floatables. Secondary treatment uses biological processes like activated sludge to break down organic matter. Tertiary treatment provides additional filtration, nutrient removal, and disinfection before water is discharged.
Kinetic studies on malachite green dye adsorption from aqueous solutions by A...Open Access Research Paper
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.
Climate Change All over the World .pptxsairaanwer024
Climate change refers to significant and lasting changes in the average weather patterns over periods ranging from decades to millions of years. It encompasses both global warming driven by human emissions of greenhouse gases and the resulting large-scale shifts in weather patterns. While climate change is a natural phenomenon, human activities, particularly since the Industrial Revolution, have accelerated its pace and intensity
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.
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.
Presented by The Global Peatlands Assessment: Mapping, Policy, and Action at GLF Peatlands 2024 - The Global Peatlands Assessment: Mapping, Policy, and Action
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.
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.
Peatland Management in Indonesia, Science to Policy and Knowledge Education
Effluent treatmnt plat(etp)
1. EFFLUENT TREATMNT PLAT(ETP)
Vrushali V. Sonar
Roll No.13
M.Pharm F.Y ,Sem II
Pharmaceutical Quality Assurance
Bharati Vidyapeeth College Of Pharmacy
Kolhapur
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2. Contents
• Concept of ETP
• Need to treat effluent
• Major treatment units in ETP
• Preliminary treatment
• Primary treatment
• Secondary treatment
• Tertiary treatment
• Flowchart of ETP
• Summary
• References
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3. Concept of ETP
Effluent treatment Plant covers the mechanisms and processes used to
treat such waters that have been contaminated in some way by
anthropogenic industrial or commercial activities prior to its releaseinto
the environment or its re-use.
This effluent contains several pollutants, which can be removed with the
help of an effluent treatment plant.
ETP treat water and make free from all objectionable impurities present
in suspension, colloidal or dissolvedform.
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4. Need to treat Effluent
To prevent groundwater pollution
To prevent sea shore
To prevent soil
To prevent marine life
Protection of public health
To reuse the treated effluent
For agriculture
For groundwater recharge
For industrial recycle
Solving social problems caused by the accumulation of wastewater
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5. MajorTreatment units in ETP
1.Preliminary Treatment
Screens
Detritor/scrapers
Grit Chamber
Skimming Tanks
Aeration
2.Primary Treatment
Sedimentation/ Settling tank
Clarifloculator
Equalization Tank
Neutralization Tank
3.Secondary Treatment
Activated Sludge Process (ASP)
Trickling Filter
Multiple Evaporator (ME) Plant
Rotating Biological Contactors (RBC)
4.Tertiary Treatment
Sand/ Membrane Filters
Activated Carbon Filters
Disinfection
Ion-exchange/ESP
Nutrient Removal
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6. 1.PreliminaryTreatment
Preliminary treatment removes gross solids and materials that can be
easily collected from the effluent and can damage or clog the pumps and
skimmers of primary treatment clarifiers.
These are in-organic materials and insoluble organic pollutants (i.e. large
floating and suspended solid matter, grit, oil & grease) which are inert and
cause problems to further chemical and biological treatments.
The presence and sequence of preliminary treatment units aretotally
depend upon the characteristic of effluent that is to be treated.
All preliminary treatment consist of physical separation techniques by
controlling flow rate of effluent.
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7. I )Preliminary Treatment-Screens
Screens are used for removal of large
floating and sub-merged material
such as plastic, paper pieces, rubber, etc.
from effluent.
Major objectives are:
They prevent clogging in pump, pipes
and valves, etc.
Prevent to interfere large material in
primary and secondary treatment
units.
Screens are classified in number of
ways as follows:
Based on the size of opening- such as
coarse, medium and finescreens.
Depending upon shape- such as disc,
drum, band, etc.
Based on method of cleaning- such as
mechanical ormanual.
II) Preliminary Treatment-Detritors
Detritors are shallow circular ponds used
in pre-treatment plants with the
purpose of grit removal.
Chain or blade type
Detritors/scrappers are utilised in
an adjacent channel into which
the collected grit is transferred.
Used when the soft and sticky substance,
Grits with a 6 m diameter are removed in
the detritor.
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8. Mechanical medium screen Fine screen
Corse bar screen Detritor/Scrapper
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9. III) Preliminary Treatment-Gritchamber
Grit Chamber is used for removal of
inert inorganic material consist of
sand, ash, cinder, silt, clay, glass pieces,
etc.
It provides safeguard against
damage to pumps, pipes and other
equipments by avoiding settling in
pipe bends and channels.
The eliminated material is collected
from chamber and used for land-
filling, road making and on sludge
drying beds.
IV)Preliminary Treatment-Skimming tank
Skimming Tank is used for removal of
oil and grease consist of fats,waxes,
fatty acids, soaps, mineral oils, etc.
present in emulsified condition in
effluent.
These materials have low solubility in
water, therefore not readily available for
biological treatment and often
accumulate on surface in form of scum
causing foul odors.
Objectives:
Removal of scum (oil & grease)
which can otherwise create problem
in biological treatment units.
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10. Skimming Tank with separated oil & grease at top
Collection of separated
oil & grease at edge
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11. 2.Primary Treatment
Primary treatment consists of temporarily holding the sewage in a inert basin
where heavy solids can settle to the bottom while oil, grease and lighter solids
float to the surface.
The settled material go for sludge treatment and floating materialsare skimmed
off. The remaining liquid is passed to secondary treatment.
Tanks are usually equipped with mechanically driven scrapers that continually
drive the collected sludge towards a hopper in the base of the tank where it is
pumped to sludge treatment facilities.
At this stage, over 70% of the suspended solids and 40% of the BOD is
removed from effluent.
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12. Sedimentation Tank are designed to remove suspended particles that are
heavier than water through gravitational force by reducing water velocity.
So it’s a solid liquid separation process in which a suspension is separated into
two phases –
1. Clarified supernatant leaving the top of the sedimentation tank(underflow).
2. Concentrated sludge leaving the bottom of the sedimentation tank(overflow).
An efficient sedimentation tank can remove about 90% of suspended particle
and 40% organic matter with two hour of detention time.
I) Sedimentation Tank(Clarifier)
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13. Factors affectingsedimentation
Characteristics of solid particles- size, shape, specific gravity,concentration,
etc.
Characteristics of liquid- temp., viscosity, specific gravity,etc.
Physical characteristics of clarifiers- detention period, shape and depth of
basins, flow rate, etc.
Types of SedimentationTanks:
According to shape- Rectangular tank, circulartank
According to direction of flow- Longitudinal and radial flow, verticalflow.
According to nature of working- Fill and draw, Continuousflow
According to method of sludge collection- flat bottom tank with orwithout
scrapper, hopper bottom tank.
The most common are horizontal flow sedimentation tank andcenter-feed
circular clarifiers.
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14. Circular Primary Settling Tank Rectangular Settling Tank
Working of Settling Tank
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15. II) Clarifloculator
Clarifloculator consist of coagulation (chemical) and flocculation
(mechanical) process.
The chemical used for coagulation are called coagulants.
The most common coagulants are Alum, hydrated lime, ferricchloride,
ferrous sulfate and PAC (Poly aluminum Chloride).
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16. III) EqualizationTank
Some industries produce different types of
wastes, having different characteristics at different
intervals of time.
Hence, equalization tank is used to mixed
different type of effluent thoroughly to produce
homogenous and equalized effluent for uniform
treatment.
This are large holding tanks with aeration or
mechanical agitation with paddles manually to
give better mixing of the different unit volumes of
effluents.
The effluent is hold and mixed for specified
period of time.
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17. IV) NeutralizationTank
Neutralization tank is used to provide treatment to highly acidicor
highly alkaline effluent through neutralizing pH by addition of chemicals.
Industry require neutralization of discharged effluent when it has as
highly acidic and/or highly alkalineeffluent.
Acidic effluent is usually treated with lime stone or lime-slurry or caustic
soda, depending upon the type and quantity of effluent.
Alkaline effluent is neutralized by sulphuric acid or CO2 or wasteboiler
flue gas.
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18. 3.Secondary treatment
Secondary treatment is a biological treatment of effluent which is typically
performed by indigenous, water-borne micro-organisms in a managed habitat.
Secondary treatment removes dissolved and suspended organic (bio-
degradable) matter by consuming it as a food and convert it into new cell
mass, energy and CO2.
The most common micro-organisms are bacteria (aerobic or anaerobic),
protozoa and rotifers; least common are fungi and algae.
After secondary treatment almost 70-90% of BOD and 80-90% of
dissolved solids are removed from effluent.
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19. I)TricklingFilter
In trickling filter treatment,
wastewater is sprayed through
sprinkling rotating arm on circular
beds consist of 3-10 ft deep coarse
media (of crushed stones, gravels or
synthetic material).
Microorganisms get attach and
grows on the media and results in
formation of film of micro-
organisms called zoogloeal film.
This zoogloeal film consist of millions
of micro-organisms breakdowns
organic material of effluent into simple
and soluble matter. Treated effluent is
drain at bottom from where it is
collected then undergoes for
sedimentation.
It is simple to operate and give almost
80-90% of BOD removal with high
quality effluent.
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20. II)Activated Sludge Process(ASP)
This is most versatile biological oxidation method employed for the treatment
of effluent containing of dissolved solids, coarse and colloidal organic matter.
In this method, effluent is aerated in a reaction tank consist of microbial
population in suspension form. Aerobic bacteria degrades effluent into CO2 and
H2O for which oxygen is supplied through mechanical aeration or by diffused
aeration system.
The bacterial flora grows and remains suspended in the form of a floc called
activated sludge. A part of sludge is recycled for the same tank to provide an
effective microbial population for a fresh treatment cycle.
Industrial ww require 6 to 24 hours of aeration through which almost 90- 95%
of BOD can be removed.
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21. ASP combined with filtration
Aeration Tank in ASP
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22. 3.TertiaryTreatment
Tertiary treatment is the final treatment, meant for ‘polishing’the effluent and
removal of pollutants not removed in primary and secondary treatment.
These pollutants may include soluble inorganic compounds such as
phosphorous or nitrogen which may support algal growth in receiving
water.
Also removes organic materials contributing BOD, COD, color, taste, odor;
bacteria, viruses, colloidal solids contributing turbidity; or soluble minerals
which may interfere with subsequent re-use of the wastewater.
Preferred when treated water is need to be reuse or discharge is into a
highly sensitive or fragile ecosystem (estuaries, rivers, coral reefs, etc).
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23. I)Filtration
Filtration is process of removing particulates and bacterial impurities that could
not be removed in earlier treatment, from water by passing it through a porous
medium.
It is used to remove colloidal and other impurities which impart turbidityto
water. Also for disinfection of water by reducing 90% of bacterial load.
It is also used to reduce odor and color by arresting them in filtermedia.
There are various type of filter available to treat certain type of wastewater.
Selection is totally depend upon characteristics of ww, efficiency of
absorbent, flow rate and pollutant to be removed from ww.
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24. Sand Filters
Based on Filtration
Rate
Pressure
Filters
Gravity
Filters
Rapid Sand
Filter
Slow
Sand
Filter
Based on Filter
media Material
Based on Depth
of Filter media
Types of Filters
Anthracite
Filters
Metal Fabric
Filters
Diatomaceous
Earth Filters
Deep
Granular
Filters
Pre-coat
Filters
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25. Different media used for ACF ACF Tubes or channels
II)Activated CarbonFilters
ACF consist of activated carbon
granules supported by very fine quartz
filter media. Various grades of carbon
are available for specialized treatment
of wastewater.
ACF are used to remove free
chlorine, organic residues, toxic
heavy metal ions and color from
ww.
Most common adsorbents used are
activated carbon, peat moss, brown coal
and other cellulose materials.
This treatment not only improves taste
of water but also protectsother water
treatment units such as reverse osmosis
membranes and ion exchange resins
from possible damage due to oxidation
or organic fouling.
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27. Summary
Different types of industrial wastewater is treated by Effluent treatment
plant for environmental and public health safety.
Major Treatment procedures are preliminary , primary , secondary and
tertiary treatments.
After the effluent treatment wastewater should be evaluated with
different paramenters of temperature , pH , total dissolved solids
(TDS),COD , BOD , ammonical nitrogen .
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28. Reference
1) Vivek N. Upasani (2008) Applied and Environmental Microbiology,
Nirav Prakashan.
2) Millind R. Gidde, Ravi k. Lad (2010) Environmental Engineering,
eighth edition, Nirali Prakashan.
3) Ankley, G.T., Brooks, B.W., Huggett, D.B. and Sumpter, J.P. 2007.
Repeating history: pharmaceuticals in the environment. Environ. Sci.
Technol. 41 (24): 8211-8217
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