The Effect of Natural Organic Matter Variation and Pipe Deposit Material on Disinfection Byproduct Formation

The Effect of Natural Organic Matter Variation and Pipe Deposit Material on Disinfection Byproduct Formation

Author: Nicholas Golden

Publisher:

Published: 2005

Total Pages: 208

ISBN-13:

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"Disinfection byproduct (DBP) formation bottle tests were performed on municipally treated drinking water samples obtained during the period from 9/15/03 to 11/24/03 with samples being taken post-filtration but before final chlorination from the City of Akron water treatment plant. Samples were chlorinated under two conditions in small amber bottles; aqueous-only system and in the presence of powdered goethite, a representative pipe deposit material, under the same pH and initial chlorine dose. The natural organic matter (NOM) in each of the water samples was analyzed for initial values of TOC, UV254, SUVA, and six relative fluorescence fractions and for the six relative fluorescence fractions after adsorption equilibrium with the powdered goethite. Disinfection byproduct formation was then correlated to these natural organic matter measurements. The NOM measurements were shown to vary, sometimes greatly, even within very short sampling periods suggesting that the nature and reactivity of the NOM can fluctuate over relatively short periods of time. TOC, UV254, and SUVA values did not correlate well with DBP formation, individually. The six relative fluorescence fractions when used along with SUVA correlated well with DBP formation for the aqueous-only system and were correlated well with trihalomethane (THM) formation for the goethite system. Disinfection byproduct formation was impacted greatly with the presence of the representative pipe deposit material, goethite. Average increases of 44 ppb, 39 ppb, and 40 ppb were found for total DBP, total THM, and chloroform formation with the goethite system having a much greater efficiency of DBP formation with equal amounts of TOC as the aqueous-only system. The goethite also impacted speciation of the THM and haloacetic acids (HAA) with the goethite system showing large increases in chloroform with little changes in bromodichloromethane (BDCM) formation. HAA species also changed significantly with the majority of the sample waters showing an increase in dichloroacetic acid (DCAA) and a decrease in trichloroacetic acid (TCAA) yielding little to no change in total HAA formation. Correlation of HAA formation with NOM measurements yielded little results possibly due to competitive degradation reactions of TCAA and DCAA."--Abstract.


Disinfection Byproducts in Drinking Water

Disinfection Byproducts in Drinking Water

Author: Yuefeng Xie

Publisher: CRC Press

Published: 2003-08-27

Total Pages: 180

ISBN-13: 0203486919

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The EPA has established regulations which classify four types of disinfection byproducts - TTHMs, haloacetic acids, bromate, and chlorite - and requires public water systems limit these byproducts to specific levels. Most of the information required to comply with these standards is either scattered throughout the literature or derived from confere


Drinking Water Disinfection Byproduct Formation Assessment Using Natural Organic Matter Fractionation and Excitation-emission Matrices

Drinking Water Disinfection Byproduct Formation Assessment Using Natural Organic Matter Fractionation and Excitation-emission Matrices

Author: David W. Johnstone

Publisher:

Published: 2009

Total Pages: 184

ISBN-13:

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"Disinfection byproducts (DBP) pose a major problem for the drinking water industry due to their carcinogenic nature and formation when natural organic matter (NOM) reacts with chlorine. This study investigates the formation of individual DBP compounds within waters containing various NOM characteristics. Water from the Iowa River was concentrated through reverse osmosis and NOM fractions were isolated using resin separation. In addition, waters from the city of Barberton water treatment plant were collected prior to and subsequent to coagulation. Experiments were conducted on each water source under variable chlorine doses and pH, with and without the presence of model iron oxides. The purpose of this study was to investigate the role of NOM and the surrounding environment on DBP formation and develop measures for the prediction of byproduct formation. Fluorescence excitation-emission matrices (EEM) of NOM were quantified and characterized using fluorescence regional integration (FRI) and parallel factor analysis (PARAFAC). Changes in FRI of five operationally defined regions coupled with chlorine consumption showed strong linear relationships to the formation of chloroform (CHCl3), dichloroacetic acid (Cl2AA), and trichloroacetic acid (Cl3AA). Stepwise regression of fluorescence regions revealed the use of only one region coupled with chlorine consumption to predict DBP formation, yet this region varied depending upon the individual compound assessed. This technique provides an effective tool that can utilize both chlorine reactivity and functional group properties of the NOM to predict DBP formation. PARAFAC analysis of EEM yielded three statistically significant components providing relative concentrations of fluorophores within each sample. While this technique has previously been used for NOM characterization, it has yet to be utilized to assess DBP formation. Multi-factor linear regression of select component scores showed strong linear relationships to individual DBP compounds providing insight to organic compound characteristics responsible for DBP formation. These finding suggest that fluorophore component scores may be an effective parameter used to estimate DBP precursor concentration. In doing so, water plants can evaluate the fluorescence components and assess the effects of various treatment schemes on NOM, providing a more specific approach to precursor removal and a better understanding of DBP formation."--Abstract.


Disinfection By-Products in Water TreatmentThe Chemistry of Their Formation and Control

Disinfection By-Products in Water TreatmentThe Chemistry of Their Formation and Control

Author: Roger A. Minear

Publisher: CRC Press

Published: 1995-12-18

Total Pages: 526

ISBN-13: 9781566701365

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Disinfection By-Products in Water Treatment describes new government regulations related to disinfection by-products. It explains the formation of microorganism by-products during water treatment and the methods employed to control them. The book includes several chapters on chlorine by-products and discusses techniques for the removal of chloroform from drinking water. It also describes gamma radiation techniques for removing microorganic by-product precursors from natural waters and the removal of bromate from drinking water.


Natural Organic Matter and Disinfection By-products Characterization and Control in Drinking Water

Natural Organic Matter and Disinfection By-products Characterization and Control in Drinking Water

Author: Sylvia E. Barrett

Publisher:

Published: 2000

Total Pages: 448

ISBN-13:

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There are many by-products of water disinfection that are still not fully understood and can be potentially harmful. In this volume all the current research in this area is discussed, along with an examination of the role of NOM (natural organic matter) and its relationship to DBP (disinfection by-product) formation and control in drinking water. Understanding the relationship of NOM to DBP may well lead to new techniques for analyzing and treating water and enable reasonable choices to be made for source-water protection, treatment plant process optimization, and distribution system operation to control DBP's. This volume emphasizes the characterization and reactivity of polar natural organic matter. It examines analytical methods which better characterize NOM and determines some of the polar and nonvolatile DBP forms. It presents innovative new methods, sich as capillary electrophoresis for haloacetic aceids and LC/MS for the identification of polar dinking water DBPs.


Disinfection By-products in Drinking Water

Disinfection By-products in Drinking Water

Author: K Clive Thompson

Publisher: Royal Society of Chemistry

Published: 2015-09-29

Total Pages: 368

ISBN-13: 1782622713

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Covering the latest developments in themes related to water disinfection by-products, this book brings the reader right up to date. Stemming from an international conference, contributions are from decision-makers, regulators and the relevant scientific community. Coverage includes emerging disinfection by-products, water treatment, water recycling, monitoring, regulation and health and toxicology aspects. It will be of interest to water companies, public health professionals, drinking water quality regulators, suppliers of laboratory and on-line monitoring equipment, analytical chemists, and academic and industry researchers working in the area of disinfection by-products.


Water Disinfection and Natural Organic Matter

Water Disinfection and Natural Organic Matter

Author: R. A. Minear

Publisher:

Published: 1996

Total Pages: 482

ISBN-13:

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As part of the effort to balance water treatment processes between allowing pathogenic infection by doing too little, and raising the risk of cancer with by-products of the treatment, 20 papers from a symposium in Chicago, August 1995, present information on the chemical identity of natural organic matter and its interactions with the inorganic precursor bromide ion. They review the history of natural organic matter in water treatment and the impact of regulations, then plunge into reports on an economical experimental approach to developing predictive models for by-products of disinfection, a comparison of analytical techniques for determining cyanogen chloride in chloraminated drinking water, the effect of ozonation and biotreatment on molecular size and hydrophilic fractions of natural organic matter, removing bromate ion by electric-arc discharge and high-energy electron beam processes, and other topics. Annotation copyrighted by Book News, Inc., Portland, OR


Determining the Impacts of Storage Practice and Treatment Technology on the Formation of Disinfection Byproducts

Determining the Impacts of Storage Practice and Treatment Technology on the Formation of Disinfection Byproducts

Author: Greta Myerchin McGee

Publisher:

Published: 2002

Total Pages: 208

ISBN-13:

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"Disinfection byproducts (DBP) are formed during the reaction of chemical disinfectants with natural organic material (NOM). DBPs are potential carcinogens and are regulated by the US Environmental Protection Agency (USEP A) under the Disinfectant/DBP (D/DBP) rule. High concentrations of NOM in drinking water sources used by Alaska's communities often result in the formation of DBPs during treatment. Since surface water sources in the Arctic are frozen for 6-9 months of the year, communities are often forced to store raw water for treatment during the winter or treat and store enough drinking water during the summer to last through the winter. The effects of long-term water storage practice and treatment technology on DBP formation was examined in the drinking water systems of 5 rural Alaskan communities. Results from this research suggest NOM escaping treatment is likely to react in the storage tank producing DBP concentrations well above the estimated DBP formation potential"--Leaf iii.


Identification and Correlation of Disinfection Byproducts and Total Organic Halogen Precursors in a Biofilm Matrix

Identification and Correlation of Disinfection Byproducts and Total Organic Halogen Precursors in a Biofilm Matrix

Author: Mohd Yahya Khan

Publisher:

Published: 2014

Total Pages: 91

ISBN-13:

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Disinfection by-products (DBP) formation in drinking water systems is a persistent issue for water utilities. Although DBP formation is complex due to the multitude of chemical and biological interactions that occur, unremoved natural organic matter (NOM) entering the water distribution system is generally regarded as the primary precursor for DBP formation. In addition, NOM also provides nutrients that support microbial growth and persistent biofilm formation. Biofilm formation is widespread within the water distribution system due to the continuous influx of unremoved NOM. Biofilm and its associated extracellular polymeric substances (EPS) provide a dynamic repository for organic matter accumulation, and can act as a DBP precursor. Trihalomethanes (THMs) and Haloacetic acids (HAAs) represent the major classes of regulated DBPs, yet there are several others that form due to the complex interaction between the organic matter and the disinfectants. The unknown total organic halogens (UTOX) is believed to contain toxicologically vital compounds. Until recently, there have been no reliable studies analyzing the relative contributions of biofilm and its associated DBP precursors to DBP formation and speciation, and how these different precursors contribute to the total organic halogen (TOX) formation. This work seeks to abridge this knowledge gap by analyzing the DBP formation from chlorination of biofilms in simulated water distribution systems. The results of this study provide critical information about potential contributions of biofilms to the formation of DBPs and UTOX in the distribution systems and can help water utilities better control the levels of both regulated and unregulated DBPs while at the same time reducing health risks associated with DBPs. To help elucidate this interaction, heterotrophic plate counting (HPC) of bacterial colonies in different pipe materials under different chlorine residuals were conducted. Additionally, DBP and TOX formation tests were conducted and correlated with parallel factor analysis (PARAFAC) of fluorescent dissolved organic carbons. The obtained results suggest that depending on the pipe material, the accumulation of organic matter in biofilm matrix contributes significantly towards DBP formation. Corrosion of iron pipes provides not only more opportunity for growth of biofilm, but also increased adsorption sites for humic substances, both of which lead to increased DBP and UTOX formation. Overall, strong evidence of biofilm contribution to DBP formation in drinking water distribution systems suggests that water utilities need to carefully consider biofilm eradication methods to minimize the subsequent formation of toxic compounds.


Fate of Natural Organic Matter and Formation of Disinfection By-products in a Conventional Water Treatment Plant

Fate of Natural Organic Matter and Formation of Disinfection By-products in a Conventional Water Treatment Plant

Author: Noha Hesham Abdel Halim

Publisher:

Published: 2014

Total Pages: 146

ISBN-13:

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Abstract: Elevated levels of disinfection by-products (DBPs), detected in Cairo residential water supply during the past decade, were the motivation to study the process of DBP formation at the water treatment plant (WTP) stage. It is hoped that an in-depth understanding of natural organic matter (NOM) characteristics and DBP formation/removal in an existing WTP will yield a baseline as well as insights for the development of optimum strategies for cost-effective reduction of potentially harmful drinking water compounds such as Trihalomethanes (THMs) and Haloacetic acid (HAAs). The objectives of this research were to: investigate the degree of removal of the various NOM fractions in conventional WTPs and identify the factors that may possibly enhance their removal; and investigate the levels of formed DBPs within conventional WTPs when pre-chlorination and post-chlorination are applied. Water samples were collected from El-Fustat WTP in Cairo from 4 different points along the treatment process and covering the four different seasons of a year. NOM was quantified by classical surrogate parameters such as total organic carbon (TOC), dissolved organic carbon (DOC), and ultraviolet absorbance (UVA254); and characterized more precisely according to its hydrophobic-hydrophilic properties using resin fractionation. THMs, HAAs and other water quality analyses were conducted for all collected samples. Measurements of NOM fractions following each treatment unit indicate that the hydrophobic fraction is significantly removed by the coagulation/flocculation/ sedimentation processes (56% to 13% in the various seasons) whereas the transphilic, and hydrophilic fractions were removed to much lower degree (51% to 10%) and (15% to 4%), respectively. The hydrophobic fraction had formed flocs with the added alum more than the other two fractions. No further removal of NOM takes place in rapid sand filtration or post-chlorination units. Although the THMs values recorded for the entire study were complying with the Egyptian guidelines, it is not guaranteed that tap concentrations will comply to the guidelines limits. This is because THM/THMFP does not exceed 39%, leaving room for 61% to be reacted in pipe lines and storage tanks until it reaches the customers taps. In addition, HAAs concentrations at the plant effluent were much higher than the regulating limits, alarming the WTP to exert more effort to reduce THMs, and HAAs values. On an attempt to identify the relative importance of NOM fractions in THMs formation, the measured values of the THMs were regressed to each NOM fraction and the coefficient of determination (R2) was calculated. Results showed that unlike hydrophobic fraction and transphilic fractions (R2 = 0.01, 0.14), respectively, hydrophilic NOM fractions are consistently most responsible for THM and HAAs production at the plant effluent (R2 = 0.77, 0.62. Although, hydrophilic fraction was the main contributor to THMs and HAAs formation in El-Fustat WTP; coagulation/flocculation and sedimentation could not successfully remove it during treatment. Accordingly, the processes of coagulation/flocculation/sedimentation/filtration are not guaranteed to be useful in decreasing the DBPs levels. El-Fustat WTP does not technically implement "Enhanced Coagulation"; however, initial results from this study shows that the hydrophillic DOC fraction is less likely to be removed during Enhanced Coagulation but the major DOC contributor to DBPs formation. Future work should test this hypothesis through a bigger and wider sample size. Free chlorine concentrations are responsible for the high THM levels at the plant effluent, which implies its responsibility on THMs formed in the plant and the formation potential in distribution pipelines. Therefore, reducing the chlorine doses as much as possible to reach zero free chlorine before post-chlorination and the minimum acceptable free chlorine residual for secondary disinfection is going to reduce the THMs and HAAs levels substantially.