water supply engineering, raw water treatment, disinfection, sterilization, killing of micro organism, chlorination, break point chlorination, ozonization, Ultraviolet rays, Iodine and Bromine
The document discusses various methods of disinfecting water, including their advantages and disadvantages. It describes boiling, ozone, bromine, iodine, UV rays, potassium permanganate, silver, and excess lime processes. Chlorine is highlighted as a widely used and effective disinfectant, though it can produce undesirable byproducts. The document also lists several purposes of chlorine in water treatment processes.
Disinfection chlorination chlorination derived by productssoumyatk
The document discusses sewage disinfection and the wastewater treatment process. It explains that the goal of wastewater treatment is to provide water free from pathogens, but primary, secondary, and tertiary treatment cannot remove 100% of waste and pathogens. Disinfection is needed to destroy remaining pathogens. The two main disinfection methods are physical (e.g. heating) and chemical (e.g. chlorination, ozonation). Chlorine is widely used for disinfection due to its availability, low cost, and ability to provide residuals that protect distribution systems. However, chlorine reactions can form harmful byproducts like trihalomethanes. Factors like water quality, temperature, pH, and contact time
The document discusses various microorganisms commonly found in water such as bacteria, protozoa, helminths, and viruses. It then describes different water treatment methods like ozonation, chlorination, and UV radiation that are used to disinfect drinking water and remove microorganisms. Ozonation works by using ozone gas to oxidize organic and inorganic compounds. Chlorination uses hypochlorous acid and UV radiation uses light to disrupt the genetic material of microbes. Both ozonation and chlorination can be applied in drinking water treatment and wastewater treatment processes.
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
Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur
The document discusses various methods of disinfecting water, including their advantages and disadvantages. It describes boiling, ozone, bromine, iodine, UV rays, potassium permanganate, silver, and excess lime processes. Chlorine is highlighted as a widely used and effective disinfectant, though it can produce undesirable byproducts. The document also lists several purposes of chlorine in water treatment processes.
Disinfection chlorination chlorination derived by productssoumyatk
The document discusses sewage disinfection and the wastewater treatment process. It explains that the goal of wastewater treatment is to provide water free from pathogens, but primary, secondary, and tertiary treatment cannot remove 100% of waste and pathogens. Disinfection is needed to destroy remaining pathogens. The two main disinfection methods are physical (e.g. heating) and chemical (e.g. chlorination, ozonation). Chlorine is widely used for disinfection due to its availability, low cost, and ability to provide residuals that protect distribution systems. However, chlorine reactions can form harmful byproducts like trihalomethanes. Factors like water quality, temperature, pH, and contact time
The document discusses various microorganisms commonly found in water such as bacteria, protozoa, helminths, and viruses. It then describes different water treatment methods like ozonation, chlorination, and UV radiation that are used to disinfect drinking water and remove microorganisms. Ozonation works by using ozone gas to oxidize organic and inorganic compounds. Chlorination uses hypochlorous acid and UV radiation uses light to disrupt the genetic material of microbes. Both ozonation and chlorination can be applied in drinking water treatment and wastewater treatment processes.
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
Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur
Sludge thickening and stabilization processes Natthu Shrirame
Sludge treatment processes aim to reduce water content, volume, and pathogens while improving stability. Key processes include thickening to increase solids content before downstream treatment, alkaline stabilization using lime to raise pH and eliminate pathogens, and anaerobic digestion to biologically reduce organic matter through hydrolysis, acidogenesis, and methanogenesis. Thickening methods include gravity settling, flotation, centrifugation, belt filters, and drums. Stabilization prevents odor and further degradation, while aerobic or anaerobic digestion further reduces solids before final disposal or reuse.
Aeration is the process of bringing water and air into close contact to remove dissolved gases like carbon dioxide and oxidize dissolved metals such as iron. It is often the first major process at water treatment plants. There are two main methods of aeration - passing water through air, and passing air through water. Common reasons for aeration include oxidation of organic matter, increasing dissolved oxygen, and removing substances that cause odor or could interfere with subsequent treatment processes.
It deals with biological water quality improvement through disinfection, disinfectants and disinfection kinetics, chlorine and other commonly used disinfectants, breakpoint chlorination and chlorination system
The document discusses coagulation and flocculation processes in water treatment. It describes how coagulation uses chemicals like aluminum sulfate and ferric chloride to neutralize negatively charged colloids in water. Flocculation is the process where these destabilized particles agglomerate into larger floc particles that can be removed through sedimentation or flotation. Jar tests are used to determine the optimum pH and coagulant dose. Various types of flocculators including hydraulic, mechanical, and differential settling designs are presented to gently mix water and promote floc formation and settling.
Water Treatment Processes:- Coagulation , Flocculation, Filtration by Kalpesh...kalpesh solanki
The document discusses various processes involved in water treatment, including coagulation, flocculation, and filtration. It provides details on each major step:
- Coagulation involves adding chemicals like aluminum sulfate to destabilize particles in water and allow them to agglomerate. Flocculation then forms these particles into larger flocs to facilitate their removal.
- Filtration passes water through filter media like sand to remove remaining particles and microorganisms. Slow sand filters have a biological layer that assists with removal, while rapid sand filters use physical filtration at higher flow rates.
- Other key processes discussed include sedimentation to remove settled particles, aeration to improve odor and taste, and disinfection to kill
Disinfection is the process of removing or killing pathogens in water. It is done to terminate the growth and reproduction of microorganisms so they pose no risk of infection. Common pathogens targeted include bacteria, viruses, protozoa and helminths. Common disinfectants used in water treatment include chlorine, chlorine dioxide, ozone, bromine, copper, silver and potassium permanganate. Disinfectants work by altering or destroying essential structures in microbes to inactivate them. Disinfection is usually one of the final steps in water purification to reduce pathogens and make drinking water safe.
This document provides information on aerobic attached growth systems, specifically trickling filters. Key points include:
- Trickling filters are fixed film bioreactors that use media like rock or plastic to develop biofilms, treating wastewater as it trickles through the media.
- Wastewater flows over the biofilms, exposing them alternately to wastewater and air to facilitate treatment.
- Design considerations include media type, wastewater distribution, ventilation, and secondary clarification after treatment.
- Empirical equations are provided to help design trickling filters based on parameters like organic loading, temperature, media characteristics, and wastewater flow.
Tertiary treatment involves additional wastewater treatment processes beyond secondary treatment to further improve water quality before discharge or reuse. It typically includes nutrient removal through nitrification/denitrification or phosphorus precipitation, disinfection through UV, ozone, or chlorine, and filtration through sand filters, membrane filters, or activated carbon to remove remaining solids and chemicals. The goal of tertiary treatment is to remove nearly all organic and inorganic compounds to produce very high quality effluent suitable for sensitive reuse applications or discharge into the environment. Common tertiary treatment processes include nutrient removal, disinfection, ion exchange, membrane filtration, and sand or activated carbon filtration.
Wastewater treatment involves four main processes: preliminary treatment to remove large debris; primary treatment to allow solids to settle; secondary biological treatment using microorganisms to break down organic matter; and sometimes tertiary treatment for advanced removal of nutrients or contaminants. Preliminary treatment uses bar screens and grit chambers. Primary treatment uses sedimentation tanks to separate solids from liquid. Secondary treatment uses either fixed film systems like trickling filters or suspended growth systems like activated sludge.
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.
Wastewater has physical, chemical, and biological characteristics. Physically, it contains solids like total suspended solids and total dissolved solids that affect turbidity. Chemically, wastewater has parameters like pH, alkalinity, nitrogen, and phosphorus. Common methods to measure organic content include biochemical oxygen demand (BOD), chemical oxygen demand (COD), and total organic carbon (TOC). Biologically, wastewater contains organisms like bacteria, algae, protozoa, and viruses, some of which can be pathogenic.
This presentation summarizes coagulation and flocculation techniques used in water treatment. Coagulation involves adding chemicals like alum to destabilize colloidal particles in water. Flocculation then aggregates these micro-flocs into larger macro-flocs that are easier to remove by settling. Jar tests are used to determine the optimum pH and coagulant dose. Various mixers like paddles and turbines are used for flocculation to induce velocity gradients and differential settling of the flocs.
This document discusses various methods for water softening including:
1. Removal of temporary hardness can be done by boiling or adding lime to precipitate calcium carbonate.
2. Permanent hardness can be removed through chemical precipitation using lime soda ash or ion exchange which replaces calcium and magnesium ions with sodium ions.
3. Demineralization passes water through cation then anion exchange resins to remove all minerals including hardness.
Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur
CE8512- WATER & WASTE WATER ANALYSIS LAB MANUVALLokesh Kalliz
This document provides the procedure for determining the acidity of water samples through titration. It begins with an introduction on the principle of acidity determination, which is measuring a sample's capacity to react with a strong base. The procedure involves titrating the sample with a standard sodium hydroxide solution using a phenolphthalein indicator until the solution turns pink. The volume of base required is then used to calculate the acidity level in terms of milligrams per liter of calcium carbonate. Precautions mentioned include using carbon dioxide-free reagents and indicators to ensure an accurate result. In summary, this document outlines the titrimetric method for quantitatively analyzing a water sample's acidity level.
Lecture Notes of Environmental Engg-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
disinfection, method of disinfection, form in which chlorine can be applied, requirement of good disinfectant , chlorine chemistry, effect of ph , temperature , contact time in chlorination, germicidal efficiency of chlorine, by products during chlorination.
This document discusses disinfection and chlorination of water. It describes different disinfection methods like chlorination, ozonization, and UV rays. Chlorination involves adding small doses of chlorine or chlorine compounds to water to kill bacteria. The document discusses chlorine dosage, factors affecting chlorination, and special chlorination methods like pre-chlorination, double chlorination, and break point chlorination which involves adding chlorine until all organic matter is oxidized leaving residual chlorine.
Chemical disinfection of water involves using chlorine or other disinfectants like ozone gas or UV light to eliminate bacterial impurities. Chlorine is the most widely used disinfectant, either as gas, bleaching powder, or chloramines formed by mixing chlorine with ammonia. The document discusses the properties and methods of chlorine disinfection, including pre-chlorination before treatment, post-chlorination after filtration, and super-chlorination to destroy resistant organisms during epidemics. Effective disinfection requires maintaining chlorine residuals of 0.2-0.8 ppm for at least 30 minutes of contact time.
Sludge thickening and stabilization processes Natthu Shrirame
Sludge treatment processes aim to reduce water content, volume, and pathogens while improving stability. Key processes include thickening to increase solids content before downstream treatment, alkaline stabilization using lime to raise pH and eliminate pathogens, and anaerobic digestion to biologically reduce organic matter through hydrolysis, acidogenesis, and methanogenesis. Thickening methods include gravity settling, flotation, centrifugation, belt filters, and drums. Stabilization prevents odor and further degradation, while aerobic or anaerobic digestion further reduces solids before final disposal or reuse.
Aeration is the process of bringing water and air into close contact to remove dissolved gases like carbon dioxide and oxidize dissolved metals such as iron. It is often the first major process at water treatment plants. There are two main methods of aeration - passing water through air, and passing air through water. Common reasons for aeration include oxidation of organic matter, increasing dissolved oxygen, and removing substances that cause odor or could interfere with subsequent treatment processes.
It deals with biological water quality improvement through disinfection, disinfectants and disinfection kinetics, chlorine and other commonly used disinfectants, breakpoint chlorination and chlorination system
The document discusses coagulation and flocculation processes in water treatment. It describes how coagulation uses chemicals like aluminum sulfate and ferric chloride to neutralize negatively charged colloids in water. Flocculation is the process where these destabilized particles agglomerate into larger floc particles that can be removed through sedimentation or flotation. Jar tests are used to determine the optimum pH and coagulant dose. Various types of flocculators including hydraulic, mechanical, and differential settling designs are presented to gently mix water and promote floc formation and settling.
Water Treatment Processes:- Coagulation , Flocculation, Filtration by Kalpesh...kalpesh solanki
The document discusses various processes involved in water treatment, including coagulation, flocculation, and filtration. It provides details on each major step:
- Coagulation involves adding chemicals like aluminum sulfate to destabilize particles in water and allow them to agglomerate. Flocculation then forms these particles into larger flocs to facilitate their removal.
- Filtration passes water through filter media like sand to remove remaining particles and microorganisms. Slow sand filters have a biological layer that assists with removal, while rapid sand filters use physical filtration at higher flow rates.
- Other key processes discussed include sedimentation to remove settled particles, aeration to improve odor and taste, and disinfection to kill
Disinfection is the process of removing or killing pathogens in water. It is done to terminate the growth and reproduction of microorganisms so they pose no risk of infection. Common pathogens targeted include bacteria, viruses, protozoa and helminths. Common disinfectants used in water treatment include chlorine, chlorine dioxide, ozone, bromine, copper, silver and potassium permanganate. Disinfectants work by altering or destroying essential structures in microbes to inactivate them. Disinfection is usually one of the final steps in water purification to reduce pathogens and make drinking water safe.
This document provides information on aerobic attached growth systems, specifically trickling filters. Key points include:
- Trickling filters are fixed film bioreactors that use media like rock or plastic to develop biofilms, treating wastewater as it trickles through the media.
- Wastewater flows over the biofilms, exposing them alternately to wastewater and air to facilitate treatment.
- Design considerations include media type, wastewater distribution, ventilation, and secondary clarification after treatment.
- Empirical equations are provided to help design trickling filters based on parameters like organic loading, temperature, media characteristics, and wastewater flow.
Tertiary treatment involves additional wastewater treatment processes beyond secondary treatment to further improve water quality before discharge or reuse. It typically includes nutrient removal through nitrification/denitrification or phosphorus precipitation, disinfection through UV, ozone, or chlorine, and filtration through sand filters, membrane filters, or activated carbon to remove remaining solids and chemicals. The goal of tertiary treatment is to remove nearly all organic and inorganic compounds to produce very high quality effluent suitable for sensitive reuse applications or discharge into the environment. Common tertiary treatment processes include nutrient removal, disinfection, ion exchange, membrane filtration, and sand or activated carbon filtration.
Wastewater treatment involves four main processes: preliminary treatment to remove large debris; primary treatment to allow solids to settle; secondary biological treatment using microorganisms to break down organic matter; and sometimes tertiary treatment for advanced removal of nutrients or contaminants. Preliminary treatment uses bar screens and grit chambers. Primary treatment uses sedimentation tanks to separate solids from liquid. Secondary treatment uses either fixed film systems like trickling filters or suspended growth systems like activated sludge.
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.
Wastewater has physical, chemical, and biological characteristics. Physically, it contains solids like total suspended solids and total dissolved solids that affect turbidity. Chemically, wastewater has parameters like pH, alkalinity, nitrogen, and phosphorus. Common methods to measure organic content include biochemical oxygen demand (BOD), chemical oxygen demand (COD), and total organic carbon (TOC). Biologically, wastewater contains organisms like bacteria, algae, protozoa, and viruses, some of which can be pathogenic.
This presentation summarizes coagulation and flocculation techniques used in water treatment. Coagulation involves adding chemicals like alum to destabilize colloidal particles in water. Flocculation then aggregates these micro-flocs into larger macro-flocs that are easier to remove by settling. Jar tests are used to determine the optimum pH and coagulant dose. Various mixers like paddles and turbines are used for flocculation to induce velocity gradients and differential settling of the flocs.
This document discusses various methods for water softening including:
1. Removal of temporary hardness can be done by boiling or adding lime to precipitate calcium carbonate.
2. Permanent hardness can be removed through chemical precipitation using lime soda ash or ion exchange which replaces calcium and magnesium ions with sodium ions.
3. Demineralization passes water through cation then anion exchange resins to remove all minerals including hardness.
Lecture note of Industrial Waste Treatment (Elective -III) as per syllabus of Solapur university for BE Civil
Prepared by
Prof S S Jahagirdar,
Associate Professor,
N K ORchid College of Engg and Tech,
Solapur
CE8512- WATER & WASTE WATER ANALYSIS LAB MANUVALLokesh Kalliz
This document provides the procedure for determining the acidity of water samples through titration. It begins with an introduction on the principle of acidity determination, which is measuring a sample's capacity to react with a strong base. The procedure involves titrating the sample with a standard sodium hydroxide solution using a phenolphthalein indicator until the solution turns pink. The volume of base required is then used to calculate the acidity level in terms of milligrams per liter of calcium carbonate. Precautions mentioned include using carbon dioxide-free reagents and indicators to ensure an accurate result. In summary, this document outlines the titrimetric method for quantitatively analyzing a water sample's acidity level.
Lecture Notes of Environmental Engg-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
disinfection, method of disinfection, form in which chlorine can be applied, requirement of good disinfectant , chlorine chemistry, effect of ph , temperature , contact time in chlorination, germicidal efficiency of chlorine, by products during chlorination.
This document discusses disinfection and chlorination of water. It describes different disinfection methods like chlorination, ozonization, and UV rays. Chlorination involves adding small doses of chlorine or chlorine compounds to water to kill bacteria. The document discusses chlorine dosage, factors affecting chlorination, and special chlorination methods like pre-chlorination, double chlorination, and break point chlorination which involves adding chlorine until all organic matter is oxidized leaving residual chlorine.
Chemical disinfection of water involves using chlorine or other disinfectants like ozone gas or UV light to eliminate bacterial impurities. Chlorine is the most widely used disinfectant, either as gas, bleaching powder, or chloramines formed by mixing chlorine with ammonia. The document discusses the properties and methods of chlorine disinfection, including pre-chlorination before treatment, post-chlorination after filtration, and super-chlorination to destroy resistant organisms during epidemics. Effective disinfection requires maintaining chlorine residuals of 0.2-0.8 ppm for at least 30 minutes of contact time.
Disinfection is the process of killing or inactivating microorganisms in water to make it safe for human consumption. Common disinfection methods include chlorination, ozonation, and UV irradiation. Chlorination, the most widely used method, involves adding chlorine to water to kill bacteria, viruses and other pathogens. It is effective and easy to implement but must leave behind a chlorine residual to prevent recontamination in distribution systems. The amount of chlorine added depends on the treatment method, such as plain, pre- or post-chlorination, with higher doses used when water is heavily contaminated. Proper disinfection is necessary to prevent waterborne diseases.
This document discusses various methods of disinfection used in water treatment, including the use of disinfectants as chemical oxidants. It provides details on commonly used disinfectants such as chlorine and chloramines. Chlorine is widely used due to its effectiveness and low cost but can form disinfection byproducts. The document explains factors that impact disinfection effectiveness and outlines the concepts of breakpoint chlorination and chlorine residuals. Both advantages and disadvantages are presented for different disinfection methods.
The document discusses water disinfection and chlorination processes. It explains that disinfection uses physical or chemical processes to inactivate pathogens in water and ensure it is safe to drink. The most common disinfection method is chlorination, which uses chlorine compounds like calcium hypochlorite and sodium hypochlorite. Chlorination is effective at killing microorganisms and provides ongoing protection if a chlorine residual is maintained. The document outlines chlorination best practices like dosage levels, contact times, and achieving the chlorine breakpoint for effective disinfection.
Lecture on environmental engineering in NEDTaha593870
Here are the steps to solve these problems:
Pb 1:
- 400 L of water needs 1% chlorine solution
- 1% is 1 g chlorine/100 g solution
- 400 L is 400,000 g of solution
- So it needs 400 g of chlorine
- The hypochlorite powder is 70% chlorine
- So to get 400 g chlorine we need 400/0.7 = 571 g of powder
Pb2:
- 1 gallon of 15% NaOCl contains 15% * 8.34 lbs/gallon = 1.25 lbs of available chlorine
- To treat 6 million gallons at 0.6 mg/L chlorine dosage:
SMALL SCALE PURIFICATION OF WATER.pptxDr Pranav MK
These slides show a detailed explanation of Small Scale Purification of water and Chlorination. That include principles of chlorination, test of chlorinated water, Methods of small scale purification, Disinfection of wells. This presentation is aiming to inculcate a deep understanding of water purification and chlorination in students.
The document discusses various methods of water disinfection and chlorination. It provides information on cholera outbreaks and advises people to follow hygiene practices like drinking boiled water and washing hands regularly. It describes small and large scale methods of water purification including filtration, disinfection, and chlorination. Chlorination is discussed in detail, including principles of chlorine action, definitions, recommended chlorine levels, and tests for chlorination. Methods like boiling, chlorination, ozonation, UV treatment and membrane processes are compared. Criteria for identifying problem villages and maintaining swimming pool sanitation are also outlined.
Municipal water undergoes various treatment stages including removal of suspended contaminants through screening, sedimentation, coagulation and filtration. It also includes disinfection through chlorination or other methods to remove microorganisms. Chlorination involves adding chlorine as gas, hypochlorite solution or calcium hypochlorite to treat water. Breakpoint chlorination fully satisfies the chlorine demand by oxidizing organics and pathogens, leaving a free chlorine residual to disinfect water.
This document discusses various types and methods of dechlorination and chlorination used in water treatment. It provides details on in situ dechlorination of polychlorinated biphenyls in soils and sediments. The types of dechlorination discussed include sulfur dioxide dechlorination, sodium bisulfite dechlorination, and sodium metabisulfite dechlorination. The document also covers types of chlorination processes like plain chlorination, pre-chlorination, post-chlorination, double chlorination, and breakpoint chlorination. The advantages and disadvantages of in situ and ex situ chlorination methods are summarized.
07 Treatment of water- Disinfection and Advanced and Miscellaneous treatmentsakashpadole
The presentation has prepared as per the syllabus of Mumbai University.
Go through the presentation, if you like it then share it with your friends and classmates.
Thank you :)
The document discusses the process of water purification. It describes the main steps as coagulation and flocculation to remove solid contaminants, sedimentation to allow solids to settle, filtration to remove smaller particles, aeration to remove gases, chemical treatment to adjust pH and disinfect, and disinfection to kill microorganisms. Specific purification methods are also outlined, such as using aluminum sulfate as a coagulant, different filter types, and chlorine disinfection.
Chlorination - Disinfecting agent used in water treatmentPradumn Suryakar
This document discusses chlorination as the most important process for disinfecting water. Chlorine is identified as the ideal disinfectant because it provides residual sterilizing effects. The document outlines different chlorination methods including plain, pre, post, double, and break point chlorination. It also discusses dosages of chlorine, advantages of chlorine, and tests to determine chlorine residuals.
This document discusses water quality parameters and how to manage them through chlorination. It outlines key parameters like turbidity and residual chlorine. It then details the process of chlorination including how chlorine works to disinfect water by oxidizing contaminants, the importance of contact time and chlorine residual to ensure continued disinfection. It provides guidance on performing jar tests to determine the necessary chlorine dose based on demand and achieving the desired chlorine residual level.
Chlorination is the process of adding chlorine to water to purify it for human consumption. Chlorine is effective at killing bacteria, viruses, and other pathogens. It has been widely used as a disinfectant since the early 1900s. When chlorine is added to water, it reacts with organic compounds and other substances, using up chlorine in the process. This usage of chlorine is known as chlorine demand. Understanding chlorine demand is important for properly designing chlorination processes to ensure water is sufficiently disinfected.
This document provides information on the characteristics of wastewater and sewage. It defines key terms like wastewater, sewage, sullage, and discusses the necessity of sewage treatment. It describes the composition of sewage, including water, pathogens, organic particles, and inorganic particles. It also covers the physical, chemical and biological characteristics of sewage. The physical characteristics discussed are color, odor, temperature and turbidity. The chemical characteristics covered include solids, pH, nitrogen content, BOD, COD and population equivalent. The document also discusses the aerobic and anaerobic decomposition of sewage and the BOD test and curve.
The document summarizes water treatment processes for wastewater and drinking water. It discusses preliminary, primary, secondary, and tertiary treatment stages for wastewater, including the goals of reducing organic load and microbiological contamination. It also outlines clarification, filtration and disinfection processes for drinking water treatment, noting their aims to produce potable and palatable water. Key techniques like chlorination, ozonation, and physical disinfection methods are summarized as well.
This document provides an overview of environmental impact assessments for railway projects in India. It discusses how EIAs evaluate the environmental, social, and economic impacts of proposed projects. For railway projects specifically, it identifies potential impacts such as noise and vibration pollution, air pollution from train emissions, soil pollution from heavy metals, and water pollution. It also discusses how railway construction can cause soil erosion and changes to hydrology. The document outlines the key components of an EIA report and the methodology for conducting EIAs in India. It emphasizes the importance of EIAs for ensuring environmentally sound development.
1. A set of points or switches consists of a pair of stock rails and a pair of tongue rails.
2. It also includes a crossing or frog, which is a device that allows the flanges of a railway vehicle to pass from one track to another where two rails cross.
3. Maintaining rigidity of the crossing is important to prevent loosening of components from severe vibrations.
Track alignment refers to the direction and position of a railway track. It includes horizontal and vertical elements. An ideal alignment considers factors like purpose of the track, feasibility, economy, safety, and aesthetics. Several surveys are conducted to determine the optimal route, including reconnaissance, preliminary, and location surveys. Proper gradient design is also important for safe and smooth train operation. Gradients must consider factors like locomotive performance, train loads, and terrain. The ruling gradient is the maximum design grade, while helper gradients require extra locomotives for steep sections. Momentum gradients can be steeper using kinetic energy from descending sections.
This document discusses various types of air pollutants including particulate matter, dust, smoke, mist, fog, and fume. Particulate matter refers to tiny solid or liquid particles suspended in air such as dust, smoke, fog, and others. Dust consists of tiny particles of soil, sand, or other materials. Smoke is made up of small particles and liquid droplets emitted from combustion processes. Mist, fog, and fume are also forms of particulate matter consisting of tiny liquid or solid particles suspended in air.
This document discusses the kinetics and thermodynamics of air pollutants and their role in selecting techniques to control gaseous emissions. It explains that the commonly used techniques are absorption, adsorption, and combustion, which may involve heat release or absorption and sometimes require catalysts. The kinetics of air pollutants deals with reaction rates of pollutant gases, aiming to determine the rate of reaction. Thermodynamics concerns the quantitative heat energy relationship and heat produced when pollutants are converted to other substances, aiming to determine heat exchange differences between reactants and products. Understanding kinetics and thermodynamics helps select appropriate control techniques and provides knowledge of reaction rates, transformation mechanisms, and factors influencing chemical reactions.
Standard particulate matter
particle pollution
air pollution and control
particulate matter
Monitoring of Particulate matter
Monitoring of air pollutants
This document summarizes methods for monitoring three common gaseous pollutants: SOx, NOx, and CO. SOx is monitored using the modified West and Geake method, which involves absorbing SO2 gas and forming a complex that is reacted to form a colored compound, with concentration determined spectrophotometrically. NOx is monitored using the Jacobs-Hochheiser method involving conversion of NO2 to salts and reaction to form a coupled compound measured spectrophotometrically. CO is monitored using non-dispersive infrared spectroscopy, where CO in a gas sample chamber selectively absorbs infrared light, which is detected to calculate CO concentration.
Urban heat islands occur when urban areas are significantly warmer than surrounding rural areas, with temperatures sometimes up to 11°C higher. The main causes are dark surfaces like concrete and asphalt absorbing heat, buildings blocking the release of heat at night, and waste heat from energy use. Effects include increased energy consumption, air pollution, heat-related deaths, and reduced water resources from less precipitation. Mitigation strategies include planting more trees to provide shade and evapotranspiration, installing green roofs, and using cool roof surfaces that highly reflect sunlight.
This document summarizes information about ozone layer depletion. It discusses that the ozone layer protects the Earth from 95% of harmful UV radiation, but is being depleted by chemicals like CFCs. Main causes of depletion are CFCs, nitrogen fertilizers, and air/rocket transportation which release gases that break down the ozone. Consequences are increased skin cancer, eye cataract, and damage to animals. Control measures proposed are limiting driving/burning practices, using alternative refrigerants, and regulating rocket emissions.
The document discusses the greenhouse effect, greenhouse gases, global warming, and the effects and control measures of global warming. It explains that the greenhouse effect occurs when gases like carbon dioxide and methane trap heat in the atmosphere, causing the surface temperature to be warmer than it would be otherwise. It also notes that human activities like burning fossil fuels have enhanced the natural greenhouse effect, leading to global warming. The effects of global warming include changes in agriculture/forests, extreme weather, water issues, and health impacts. Control measures proposed include reducing deforestation, planting trees, sustainable practices, renewable energy, and limiting population growth.
This document discusses the effects of various air pollutants on plant leaves. It first describes the basic structure of a leaf, including the epidermis, palisade cells, parenchyma cells and stomata. It then outlines different forms of damage pollutants can cause, such as necrosis, chlorosis and abscission. Finally, it examines the impacts of specific pollutants like sulfur dioxide, fluorine, ozone and nitrogen oxides, noting that they can lead to lesions, bleaching, suppressed growth and premature aging of leaves.
Air pollutants can damage materials through five main mechanisms: abrasion, deposition and removal, direct chemical attack, indirect chemical attack, and corrosion. Certain pollutants like sulfur dioxide can directly react with and deteriorate materials like marble or silver. Other materials absorb pollutants and are damaged when the pollutants chemically change. Corrosion is an electrochemical process that affects ferrous metals when facilitated by moisture and pollutants. The rate of deterioration depends on factors like moisture, temperature, sunlight, and air movement.
This document discusses the effects of air pollutants on human health. It describes how particulate matter like dust, smoke and fog can adversely impact respiratory health by depositing in the lungs. Fine particulate matter less than 2.5 micrometers can enter deeper into lungs and bloodstream. Exposure is linked to increased asthma, lung cancer, and heart disease. Gaseous pollutants like sulfur dioxide and nitrogen oxides can irritate the eyes and lungs and reduce blood's ability to carry oxygen. Carbon monoxide binds strongly to hemoglobin and prevents oxygen delivery throughout the body. Long term exposure to pollutants like lead and ozone can also cause neurological effects and cancer. Those most vulnerable include children, elderly, and those
The document discusses methods for controlling gaseous pollutants, including absorption, adsorption, and combustion. Absorption involves passing polluted gases through liquid absorbents like in a packed tower, plate tower, or spray tower. Adsorption uses solid adsorbents like activated carbon to concentrate pollutants on surfaces. Combustion destroys pollutants through direct flame, thermal incineration using a residence chamber, or catalytic combustion using catalysts to aid oxidation. Overall, the document outlines common industrial processes for removing gaseous pollutants from emission streams.
Data Communication and Computer Networks Management System Project Report.pdfKamal Acharya
Networking is a telecommunications network that allows computers to exchange data. In
computer networks, networked computing devices pass data to each other along data
connections. Data is transferred in the form of packets. The connections between nodes are
established using either cable media or wireless media.
Better Builder Magazine brings together premium product manufactures and leading builders to create better differentiated homes and buildings that use less energy, save water and reduce our impact on the environment. The magazine is published four times a year.
2. Disinfection
• The treatment of water with chemicals to kill
bacteria is called as disinfection.
• Sterilization, is boiling of water before using for
domestic purposes.
• Boiling kills disease germs of cholera and typhoid
within few minutes.
• Chlorination, ozonization, ultra-violet ray method
and application of silver, Iodine of Bromine
method are the principal methods used for
disinfection of water.
3. Disinfecting materials/ disinfectants
• The disinfecting material should be harmless and
unobjectionable to the consumer.
• It should be able to retain residual disinfecting
effect for a long period.
• The common materials for disinfection are:
Chlorine
Ozone
Lime
Silver, Iodine and Bromine
Ultraviolet rays
4. Chlorination
• Chlorination is the application of small quantities of
chlorine or chlorine compounds to water.
• The dose applied is generally less than 1 mg/lit.
• The amount of chlorine required to be added depends
upon the chlorine demand of water.
• Chlorine demand is difference between the amount of
chlorine added and the amount of chlorine remaining
at the end of a contact period of a 10 – 20 minutes.
• Chlorination possesses great disinfecting powers.
• It is universally accepted method for public water
supplies
5. Theory of chlorination
• Chlorine hydrolyses in water to form hypochlorous acid
(HOCl) and further produce hypochlorite ion (OCl). The
HOCl and Ocl together are known as free available
chlorine.
• If Ammonia is also present in water, chlorine reacts to
form chloramines (monochloromine, dichloramine and
trichloramine). The chlorine existing in the form of
chloramines is called as combined available chlorine.
• These resulting chlorine compounds in water interfere
with certain enzymes in the bacterial wall forming a
toxic chloro-compounds thus destroying bacteria
completely.
6. Theory of chlorination
• The effect of chlorine as disinfectant depends on the
contact period and the concentration of chlorine in
water.
• The killing power of disinfectant is proportional to the
product of contact period and chlorine concentration.
• The factors affecting chlorination are:
1. pH value of water
2. Water temperature
3. Residual chlorine in the form of free available or
combined available chlorine
7. Characteristics of chlorine
In the application of chlorine to water, certain
important characteristics of chlorine should be
understood.
• Greenish-yellow gas
• 2.5 times heavier than air
• When compressed chlorine gas liquifies
• When liquid chlorine drawn from cylinder, it
changes into gas and the temperature
inside the cylinder falls.
8. Application of chlorine
• Chlorine can be applied by any of the
following methods:
1. As dry chlorine gas
2. As chlorine liquid/ solution
3. In powder form (bleaching powder/
sodium hypochlorites)
9. Method-1 (as dry chlorine gas)
• As dry chlorine gas from the liquid chlorine
cylinder, it is applied directly to water.
• By supplying through submerged diffusers.
• This method is unsatisfactory because of
improper and
• It caused corrosion to pipes.
10. Method-2 (as liquid chlorine solution)
• Liquid chlorine solution is prepared in a
solution feed chlorinator, by mixing chlorine
gas with a small quantity water.
• The chlorine solution is applied to the water
supply by using a water injector through a
discharge pipe.
• This method is commonly used in water works
practice.
11. Method-3 (in powder form)
• In powder form chlorine available as two
forms as hypochlorites:
1. Bleaching powder – Ca(Ocl)2
2. Sodium hypochlorite – NaOCl
• Hypochlorites are applied to water by using
hypochlorite feeding apparatus.
• Bleaching powder is not as stable as high
strength hypochlorites. It loses strength on
long storage or exposure.
12. Chlorine dosage of water
• Too little chlorine is ineffective and too much chlorine
cause taste and odours.
• So the amount of chlorine required to be added should
be determined.
• It can be determined in the laboratory: by adding
various doses of chlorine to equal proportions of water
sample and finding the amount of residual after a
period of contact of 10-20 minutes.
• Chlorine demand is difference between the amount of
chlorine added and the amount of chlorine remaining
at the end of a contact period of a 10 – 20 minutes.
13. Chlorine dosage of water
• The minimum dose giving a residual of 0.05 –
0.20 mg/l is generally selected.
• Chlorine dosage can also be calculated with
help of following formula:
Dosage in kg. of chlorine =
(volume of water in lit. X dosage in mg/l)/1,000,000
14. Special methods of chlorination
• Chlorine is generally applied after all other
treatments have been given to the water supply.
This may be termed as post chlorination.
• There are other special methods of chlorination,
depend upon the particular purpose:
1. Pre-chlorination
2. Double chlorination
3. Super chlorination
4. Break point chlorination
15. Pre-chlorination
• Pre-chlorination is the application of chlorine
preceding filtration.
• Either added in to pipe lines or to water as it
enters in the mixing basin.
• Pre-chlorination reduces bacterial load on
filters and oxidising excessive organic matter
thus removing taste and odour.
16. Double chlorination
• Double chlorination is the application of chlorine
at two points in the treatment process.
• It includes pre-chlorination before filtration and
post chlorination after filtration also.
• Advantage of double chlorination:
1. Decrease the load on filters
2. Greater efficiency in removal of bacteria
3. Control of algae and slimy growths in
clarifiers and filters
17. Break point chlorination
• Also called as free-residual chlorination
• It involves the addition of sufficient chlorine to
oxidize all the organic matter.
• It reduces substances and free ammonia in
raw water.
• It leaves free residual chlorine which
possesses strong disinfecting action against
pathogens.
18. Break point chlorination
• It is observed that, the
applied chlorine to
water, the reactions are
marked as follows:
A – destruction chlorine by
reducing compounds
B – formation of chloro-
organic compounds and
chloramines
C – destruction of chloro-
organic compounds and
chloramines
D – formation of free
available chlorine
19. Break point chlorination
• The addition of chlorine
at the break ( or dip) is
termed as break point
chlorination.
• Because of highly
persistent and powerful
disinfection possessed
by free available
chlorine, any type of
pathogens present in
water destroyed making
disinfection highly
effective.
20. Ozonization
• Ozone contains high oxidizing power. So it is used for
disinfection.
• Ozone contains one Oxygen molecule (O2) and one nascent
oxygen (O).
• The nascent oxygen reduce organic matter present water.
• The ozone dose is 2 to 3 mg/l.
• Need contact period as 10 minutes.
• Advantages: It will not produce objectionable tastes and
odours like chlorine.
• Disadvantages: it is costly to manufacture and not quite
suitable to highly turbid waters.
21. Ultra-violet rays
• UV rays is an effective method for disinfecting of
clear water.
• The rays are generated by passing electric current
thorough mercury-vapour lamp enclosed in
quartz bulb.
• water requiring disinfection is passed over the
lamp.
• Advantages: no taste, no odour in water and no
danger of over dose.
• Disadvantages: high cost and not suitable for
small installations.
22. Excess lime
• Sufficient lime kills bacteria.
• Coliform reduction may be high as 99%.
• Dose to be given between 10 to 20 mg/l.
• Advantage: combined objectives of softening
and disinfection
• Disadvantage: it is necessary to remove excess
lime after disinfection through recarbonation.
23. Silver
• This process also called as electro-katadyn
process.
• Tubes of silver electrodes contained in hollow
cylinders are used.
• Allow water to inside of these hollow tubes, thus
water gets energized, thus bacteria will be killed.
• But it is ineffective in killing bacterial spores and
algae.
• High cost.
24. Iodine and Bromine
• Iodine and Bromine possess disinfecting
power.
• Iodine and Bromine are cheaply available in
the form of pellets. These are restricted to
small quantities of waters like swimming
pools.
• Dosage is 8 to 10 mg/l.
• Only objection is it results medicinal taste.
25. Potassium permangane
• It is commonly known as ‘pinki’ or ‘lalpani’.
• Its action is principally oxidizing capacity on
organic matter.
• Dosage is 0.5 mg/l.
• Effective in killing of cholera vibrio only. Not
effective for other types of germs.
• Disadvantage: it produces coating on glass and
porcelain vessels which are difficult to
remove.