Evaluating Expected Microcystin Removal at Three Ontario Drinking Water Treatment Plants

Evaluating Expected Microcystin Removal at Three Ontario Drinking Water Treatment Plants PDF Author: Saloni Singh
Publisher:
ISBN:
Category : Cyanobacteria
Languages : en
Pages : 145

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Book Description
Cyanotoxins are a group of toxins produced by cyanobacteria that can be harmful to human health. Drinking water is a major pathway to exposure and therefore the presence of cyanobacteria and cyanotoxins in drinking water is a concern for drinking water utilities. Microcystins are a commonly occurring group of cyanotoxins in North America. Microcystin-LR is currently the only regulated cyanotoxin in Canada, with a maximum acceptable concentration of 1.5 [microgram]/L total microcystin-LR in treated drinking water. Cyanobacterial blooms have occurred in the Great Lakes, a major drinking water source in Ontario. Climate change and rising temperatures bring a greater risk of cyanobacteria occurrences. This makes cyanobacteria and cyanotoxins a growing concern for drinking water treatment plants in Ontario. Conventional drinking water treatment processes have the ability to remove microcystins. Removals vary based on plant configuration, operating conditions and water quality characteristics. Understanding how well individual treatment processes are performing can assist utilities in developing a response plan for the event of a cyanobacteria bloom. The aim of this research was to assess microcystin removal at three Ontario drinking water treatment plants under different treatment scenarios. Extracellular (dissolved) microcystin removal, as well as cyanobacterial cell removal (intracellular microcystin removal) were assessed. Cell lysis and the resulting increase in dissolved microcystin concentration are highly variable and difficult to predict; however information was provided on cell lysis and microcystin accumulation from the published literature. This study evaluated microcystin removal by drinking water treatment processes at three Ontario drinking water treatment plants: Woodward Avenue Water Treatment Plant (City of Hamilton), Elgin Area Water Treatment Plant (City of London), and DeCew Falls Water Treatment Plant (Niagara Region). This study did not involve any sampling. Data on microcystin removal were collected from existing studies and literature. Data on plant operations and water quality were collected from each treatment plant. This information was used to assess extracellular microcystin and cyanobacterial cell removal for each treatment process. The Hazen-Adams Cyanotoxin Tool for Oxidation Kinetics (CyanoTOX®) was used to predict extracellular microcystin removal with chlorination processes. The three water treatment plants assessed in this study utilize chlorination, coagulation, flocculation, sedimentation, and filtration. One plant also employs chloramination for secondary disinfection, another plant employs powdered activated carbon (PAC) seasonally, and two plants employ UV disinfection. Chloramine and UV disinfection are not effective in treating microcystins. Chlorination is a key mechanism for microcystin removal, but can cause cell lysis and toxin release. Because of this, chlorination can reduce the total microcystin concentration but may increase the extracellular microcystin concentration. Extracellular microcystin removal increases with increasing CT (product of the oxidant concentration and the contact time with water), decreasing pH, and increasing temperature. Treatment scenarios were developed based on CT, pH, and temperature, and evaluated using CyanoTOX®. Cell lysis and dissolved microcystin increase seen in the literature at similar CT values were summarized. PAC can remove extracellular microcystins through adsorption. Treatment scenarios for PAC were developed based on dose and contact time, and assessed using data from existing studies. Limited information on factors affecting cyanobacterial cell removal is available for coagulation, flocculation, sedimentation, and filtration processes. Therefore, a best-case, worst-case, and average scenario for cell removal were estimated based on the literature. Coagulation, flocculation, sedimentation and filtration processes are not effective in treating extracellular cyanotoxins. This research shows that a scenario-based approach may be used to predict microcystin removals. The results of this study may assist utilities in predicting the risk of microcystin breakthrough in treated water, making treatment decisions, and in developing a cyanotoxin management plan. Overall, under average conditions, the three drinking water treatment plants could expect high (>90%) intra- and extracellular microcystin removals. Chlorination is the primary treatment barrier for dissolved microcystin removal. Coagulation, flocculation, sedimentation and filtration are the primary treatment barrier for cell removal. Chlorination at the intakes may hinder cyanotoxin removal: cell lysis would result in fewer intact cells being removed by coagulation, flocculation, sedimentation and filtration, and the amount of microcystin released may be too much for the current chlorination processes to sufficiently remove. This study is limited by the availability of information available in the literature. In particular, little information was available on cell removal with coagulation, flocculation, sedimentation and filtration processes. For PAC processes, removals vary with different PACs and waters. For more accurate microcystin removal estimates, bench-scale or pilot-scale studies are warranted.

Evaluating Expected Microcystin Removal at Three Ontario Drinking Water Treatment Plants

Evaluating Expected Microcystin Removal at Three Ontario Drinking Water Treatment Plants PDF Author: Saloni Singh
Publisher:
ISBN:
Category : Cyanobacteria
Languages : en
Pages : 145

Get Book Here

Book Description
Cyanotoxins are a group of toxins produced by cyanobacteria that can be harmful to human health. Drinking water is a major pathway to exposure and therefore the presence of cyanobacteria and cyanotoxins in drinking water is a concern for drinking water utilities. Microcystins are a commonly occurring group of cyanotoxins in North America. Microcystin-LR is currently the only regulated cyanotoxin in Canada, with a maximum acceptable concentration of 1.5 [microgram]/L total microcystin-LR in treated drinking water. Cyanobacterial blooms have occurred in the Great Lakes, a major drinking water source in Ontario. Climate change and rising temperatures bring a greater risk of cyanobacteria occurrences. This makes cyanobacteria and cyanotoxins a growing concern for drinking water treatment plants in Ontario. Conventional drinking water treatment processes have the ability to remove microcystins. Removals vary based on plant configuration, operating conditions and water quality characteristics. Understanding how well individual treatment processes are performing can assist utilities in developing a response plan for the event of a cyanobacteria bloom. The aim of this research was to assess microcystin removal at three Ontario drinking water treatment plants under different treatment scenarios. Extracellular (dissolved) microcystin removal, as well as cyanobacterial cell removal (intracellular microcystin removal) were assessed. Cell lysis and the resulting increase in dissolved microcystin concentration are highly variable and difficult to predict; however information was provided on cell lysis and microcystin accumulation from the published literature. This study evaluated microcystin removal by drinking water treatment processes at three Ontario drinking water treatment plants: Woodward Avenue Water Treatment Plant (City of Hamilton), Elgin Area Water Treatment Plant (City of London), and DeCew Falls Water Treatment Plant (Niagara Region). This study did not involve any sampling. Data on microcystin removal were collected from existing studies and literature. Data on plant operations and water quality were collected from each treatment plant. This information was used to assess extracellular microcystin and cyanobacterial cell removal for each treatment process. The Hazen-Adams Cyanotoxin Tool for Oxidation Kinetics (CyanoTOX®) was used to predict extracellular microcystin removal with chlorination processes. The three water treatment plants assessed in this study utilize chlorination, coagulation, flocculation, sedimentation, and filtration. One plant also employs chloramination for secondary disinfection, another plant employs powdered activated carbon (PAC) seasonally, and two plants employ UV disinfection. Chloramine and UV disinfection are not effective in treating microcystins. Chlorination is a key mechanism for microcystin removal, but can cause cell lysis and toxin release. Because of this, chlorination can reduce the total microcystin concentration but may increase the extracellular microcystin concentration. Extracellular microcystin removal increases with increasing CT (product of the oxidant concentration and the contact time with water), decreasing pH, and increasing temperature. Treatment scenarios were developed based on CT, pH, and temperature, and evaluated using CyanoTOX®. Cell lysis and dissolved microcystin increase seen in the literature at similar CT values were summarized. PAC can remove extracellular microcystins through adsorption. Treatment scenarios for PAC were developed based on dose and contact time, and assessed using data from existing studies. Limited information on factors affecting cyanobacterial cell removal is available for coagulation, flocculation, sedimentation, and filtration processes. Therefore, a best-case, worst-case, and average scenario for cell removal were estimated based on the literature. Coagulation, flocculation, sedimentation and filtration processes are not effective in treating extracellular cyanotoxins. This research shows that a scenario-based approach may be used to predict microcystin removals. The results of this study may assist utilities in predicting the risk of microcystin breakthrough in treated water, making treatment decisions, and in developing a cyanotoxin management plan. Overall, under average conditions, the three drinking water treatment plants could expect high (>90%) intra- and extracellular microcystin removals. Chlorination is the primary treatment barrier for dissolved microcystin removal. Coagulation, flocculation, sedimentation and filtration are the primary treatment barrier for cell removal. Chlorination at the intakes may hinder cyanotoxin removal: cell lysis would result in fewer intact cells being removed by coagulation, flocculation, sedimentation and filtration, and the amount of microcystin released may be too much for the current chlorination processes to sufficiently remove. This study is limited by the availability of information available in the literature. In particular, little information was available on cell removal with coagulation, flocculation, sedimentation and filtration processes. For PAC processes, removals vary with different PACs and waters. For more accurate microcystin removal estimates, bench-scale or pilot-scale studies are warranted.

Fate and Transportation of Microcystin-LR in the Water Treatment and Drinking Water Distribution System

Fate and Transportation of Microcystin-LR in the Water Treatment and Drinking Water Distribution System PDF Author: Lijiao Liu
Publisher:
ISBN:
Category : Drinking water
Languages : en
Pages : 0

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Book Description
This study focuses on the fate of Microcystin-LR (MC-LR) in water treatment and drinking water systems. Firstly, degradation of MC-LR by chlorine in water samples collected at different locations of a drinking water treatment plant [raw water, sedimentation effluent (SE), filtration effluent (FE), and drinking water distribution system (DWDS)] was investigated to assess the effectiveness of chlorine in an emergency response to cyanotoxin outbreak. In addition, the influences of operational parameters such as pH, chlorine dose (CT), NOM concentration, and particle concentration were evaluated to determine MC-LR degradation. Degradation of MC-LR was different at each location of water treatment because of the different water qualities. NOM could impact both positively and negatively the MC-LR degradation, which depended on the NOM type and concentration. Higher chlorine dose and low pH were preferable for removal of MC-LR. Although particles could impede MC-LR degradation by chlorine, the particle concentration in SE, FE and tap water was too low to impact toxin decay. When common water treatment process does not completely remove MC-LR, the toxin could enter DWDS and interact with pipe material. To understand the interaction between MC-LR and water pipe, this study investigated the adsorption of MC-LR on three kinds of polymer pipe material: high density polyethylene (HDPE), polypropylene (PP) and polyvinylchloride (PVC) in DI water, tap water, and natural organic matter (NOM) water. The obtained result showed pH could impact the adsorption of MC-LR on HDPE and PVC while pH had less influence on PP. NOM also impacted the maximum adsorption capacity of polymer on MC-LR, mostly positive. The study showed the adsorption mechanism was mainly attributed to hydrophobic interaction. The adsorption isotherm results showed Langmuir and Freundlich isotherms could be applied to most of adsorption conditions of this study. Desorption experiments showed the adsorption of MC-LR on polymers was irreversible. The obtained results of this study could be applied to simulate transportation of MC-LR in drinking water to develop adsorption simulation. To assess the potential exposure risk to the populace and/or develop remediation strategies for MC-LR within potable water supply, it requires the ability to simulate the dynamics through the urban water infrastructure (clearwell, storage tanks, and distribution system). This study obtained MC-LR distribution in DWDS of the City of Toledo by using EPANET and EPANET-MSX. The simulation results showed the difference of MC-LR distribution in DWDS at basic and neutral pH, normal and warm environmental temperature, with / without MC-LR adsorption on PVC water pipe, with the lowest and highest initial chlorine concentration in clearwell and each junction. MSX modeling results showed that MC-LR only influenced a small part of the whole DWDS. Reducing pH and increasing the chlorine dosage in clearwell could be beneficial to remove MC-LR to a safe level. By comparing modeling MC-LR and chlorine data with real sampling data, parts of the simulation results were consistent with real sampling data while other results deviated from them. Combined results of this study provide chemical method, understanding of MC-LR behavior and mathematical model for the water utility to develop emergency respond to microcyins outbreak produced by harmful algal blooms (HABs).

Guidelines for Canadian Drinking Water Quality

Guidelines for Canadian Drinking Water Quality PDF Author:
Publisher:
ISBN: 9780660460239
Category : Drinking water
Languages : en
Pages : 0

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Book Description
"Malathion is a registered insecticide and acaricide used on a wide variety of sites including agricultural and non-agricultural sites. In 2018 (the most recent year for which data are available), over 25 000 kg of malathion was sold in Canada. Malathion may be released into surface water or soil as runoff from the application site. Malathion is not usually found in drinking water sources in Canada. Low levels of malathion have been found in several Canadian provinces. The maximum reported concentrations are well below the MAC. Malathion is rarely detected in foods"--Executive summary.

Assessing Biofiltration Without Ozonation for Removal of Trihalomethane Precursors in Drinking Water at the Beaver Water District Drinking Water Treatment Plant

Assessing Biofiltration Without Ozonation for Removal of Trihalomethane Precursors in Drinking Water at the Beaver Water District Drinking Water Treatment Plant PDF Author: Sana Ajaz
Publisher:
ISBN:
Category : Drinking water
Languages : en
Pages : 92

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Book Description


Cyanobacterial Harmful Algal Blooms: State of the Science and Research Needs

Cyanobacterial Harmful Algal Blooms: State of the Science and Research Needs PDF Author: H. Kenneth Hudnell
Publisher: Springer Science & Business Media
ISBN: 0387758658
Category : Medical
Languages : en
Pages : 955

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Book Description
With the ever-increasing incidence of harmful cyanobacterial algal blooms, this monograph has added urgency and will be essential reading for all sorts of researchers, from neuroscientists to cancer research specialists. The volume contains the proceedings of the 2005 International Symposium on Cyanobacterial Harmful Algal Blooms, and has been edited by H. Kenneth Hudnell, of the US Environmental Protection Agency. It contains much of the most recent research into the subject.

Guidelines for Drinking-water Quality

Guidelines for Drinking-water Quality PDF Author: World Health Organization
Publisher: World Health Organization
ISBN: 9789241545037
Category : Medical
Languages : en
Pages : 260

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Book Description
This volume describes the methods used in the surveillance of drinking water quality in the light of the special problems of small-community supplies, particularly in developing countries, and outlines the strategies necessary to ensure that surveillance is effective.

Taste and Odour in Source and Drinking Water

Taste and Odour in Source and Drinking Water PDF Author: Tsair-Fuh Lin
Publisher: IWA Publishing
ISBN: 1780406657
Category : Science
Languages : en
Pages : 322

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Book Description
This book provides an updated evaluation of the characterization and management of taste and odour (T&O) in source and drinking waters. Authored by international experts from the IWA Specialist Group on Off-flavours in the Aquatic Environment, the book represents an important resource that synthesizes current knowledge on the origins, mitigation, and management of aquatic T&O problems. The material provides new knowledge for an increasing widespread degradation of source waters and global demand for high quality potable water. Key topics include early warning, detection and source-tracking, chemical, sensory and molecular diagnosis, treatment options for common odorants and minerals, source management, modelling and risk assessment, and future research directions. Taste and Odour in Source and Drinking Water is directed towards a wide readership of scientists, engineers, technical operators and managers, and presents both practical and theoretical material, including an updated version of the benchmark Drinking Water Taste and Odour Wheel and a new biological wheel to provide a practical and informative tool for the initial diagnosis of the chemical and biological sources of aquatic T&O.

Recent Progress in Slow Sand and Alternative Biofiltration Processes

Recent Progress in Slow Sand and Alternative Biofiltration Processes PDF Author: Rolf Gimbel
Publisher: IWA Publishing
ISBN: 1843391201
Category : Science
Languages : en
Pages : 580

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Book Description
Slow sand filtration is typically cited as being the first "engineered" process in drinking-water treatment. Proven modifications to the conventional slow sand filtration process, the awareness of induced biological activity in riverbank filtration systems, and the growth of oxidant-induced biological removals in more rapid-rate filters (e.g. biological activated carbon) demonstrate the renaissance of biofiltration as a treatment process that remains viable for both small, rural communities and major cities. Biofiltration is expected to become even more common in the future as efforts intensify to decrease the presence of disease-causing microorganisms and disinfection by-products in drinking water, to minimize microbial regrowth potential in distribution systems, and where operator skill levels are emphasized. Recent Progress in Slow Sand and Alternative Biofiltration Processes provides a state-of-the-art assessment on a variety of biofiltration systems from studies conducted around the world. The authors collectively represent a perspective from 23 countries and include academics, biofiltration system users, designers, and manufacturers. It provides an up-to-date perspective on the physical, chemical, biological, and operational factors affecting the performance of slow sand filtration (SSF), riverbank filtration (RBF), soil-aquifer treatment (SAT), and biological activated carbon (BAC) processes. The main themes are: comparable overviews of biofiltration systems; slow sand filtration process behavior, treatment performance and process developments; and alternative biofiltration process behaviors, treatment performances, and process developments.

Management Strategies for Cyanobacteria (blue-green Algae)

Management Strategies for Cyanobacteria (blue-green Algae) PDF Author:
Publisher:
ISBN: 9781876616243
Category : Water quality
Languages : en
Pages : 100

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Book Description


Algal Toxins in Seafood and Drinking Water

Algal Toxins in Seafood and Drinking Water PDF Author: Ian R. Falconer
Publisher: Academic Press
ISBN:
Category : Cooking
Languages : en
Pages : 248

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Book Description
Some taxonomic and biologic aspects of toxic dinoflagellates / Karen A. Steidinger -- Methods of analysis for algal toxins: dinoflagellate and diatom toxins / John J. Sullivan -- Mode of action of toxins of seafood poisoning / Daniel G. Baden, Vera L. Trainer -- Paralytic shellfish poisoning / C.Y. Kao -- Diarrhetic shellfish poisoning / Tore Aune, Magne Yndestad -- Ciguatera fish poisoning / Raymond Bagnis -- Control measures in shellfish and finfish industries in the USA / James Hungerford, Marleen Wekell -- Seafood toxins of algal origin and their control in Canada / A.D. Cembella, E. Todd -- Taxonomy of toxic cyanophyceae (Cyanobacteria) / Olav M. Skulberg [and others] -- Measurement of toxins from blue-green algae in water and foodstuffs / Ian R. Falconer -- Mechanism of toxicity of cyclic peptide toxins from blue-green algae / Ian R. Falconer -- Diseases related to freshwater blue-green algal toxins and control measures / Wayne W. Carmichael, Ian R. Falconer.