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Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(4):110-115 (2018)
(Research Paper)
110
Evaluation of the Levels of Haloacetic acids in Gharbiya Governorate, Egypt
Rafat Moustafa*,1
and Ahmed Hesham2
1
El Gharbiya water company, Gharbiya, Egypt
2
Basic Science department, Environmental studies and research Institute, Ain Shams University, Cairo, Egypt.
E-Mail:rafat.moustafa@outlook.com, Ahmedhasham83@outlook.com
ORCID: 0000-0003-3017-7037 (Rafat Moustafa) & 0000-0002-0202-6664 (Ahmed Hesham)
Received September 30, 2018; Accepted November 25, 2018
Abstract: The occurrence of haloacetic acids (HAAs) was studied in the drinking water samples from Gharbiya
governorate water treatment plants and its water supply network that served more than 5 million people. Drinking
water disinfection by-products are formed when a disinfectant reacts with natural organic matter and/or
bromide/iodide present in a raw water source. Trihalomethanes and haloacetic acids are the two most prevalent
classes of DBPs and are regulated by the US Environmental Protection Agency as well as being subject to World
Health Organization guidelines due to their potential health risk. Drinking water samples were collected from 4
sites monthly over one year (2017-2018). The aims of the present study are to investigate the levels of HAAs in
Gharbiya governorate (middle of Delta Egypt) drinking water. monochloroacetic acid ranged from 6.8 to 32.5
µg/L, dichloroacetic acid ranged from 9.8 to 43.7 µg/L, and the trichloroacetic acid ranged from 6.5 to 31.8 µg/L,
the minimum values observed during winter 2018 and the maximum value observed during summer 2017., The
HAAs species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and as well
as WHO 2012) standards for drinking water.
Keywords: Haloacetic acids, DPBs, Gharbiya Governorate, Egypt, Environment, Pollution, Disinfection.
INTRODUCTION
Chlorination is an effective disinfection method in water treatment for inactivating microorganisms
to safeguard the public health against waterborne diseases. However, reactions of chlorine with natural
organic matter (NOM) in water may result in formation of harmful disinfection by-products (DBPs),
such as trihalomethanes (THMs) and haloacetic acids (HAAs) [1, 2]
.
Disinfection by-products (DBPs) are regulated in many countries, due to their genotoxicity,
mutagenicity and carcinogenicity [1, 2]
. Trihalomethanes (THMs) and haloacetic acids (HAAs) are two
major groups of carbonaceous DBPs (C-DBPs) that form during chlorination in drinking water treatment
[3]
. Natural organic matter (NOM) generally consists of humic substances in raw water and has been
recognized as an important source of DBP precursors [3,4]
. Consequently, developing efficient treatment
processes for the removal of NOM and the reduction of DBP formation has received a lot of research
interest [5,6]
.
To minimize the formation of DBPs, ‘enhanced coagulation’ and ‘precipitative softening’
processes have been introduced to increase the removal efficiency of NOM (the DBP precursors) by the
United States Environmental Protection Agency (USEPA) in the Stage 1 Disinfectant and Disinfection
By-products Rule in conventional water treatment processes [7]
.
MATERIALS AND METHODS
Water samples were collected from different parts of the governorate representing main distribution
network of water supply. Sampling locations were shown in Figure (1). Total 48 sampling locations
were sampled during the present study. Samples for HAAs analysis were collected in headspace-free
borosilicate amber glass bottles with Teflon joint screw cap, containing 1.0 mL of 5% ammonium
chloride as quenching solution to remove any residual chlorine. Temperature, pH and free chlorine were
measured in the field. Once collected, samples were stored in the dark at 4°C and carried to the
laboratory for analytical procedures. Measurements of free chlorine were measured in the field using
the DPD4 and disk comparator. The DOC was analyzed in accordance with Standard Method 5310B[8]
.
A total organic carbon (TOC) analyzer (Model TOC-VCSH, Shimadzu, Tokyo, Japan) was used
to determine the non-purgeable organic carbon according to the combustion catalytic oxidation/Non-
Dispersive Infrared (NDIR) method. UV254 was analyzed in accordance with Standard Method 5910B
*
Corresponding E-mail: rafat.moustafa@outlook.com
Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018)
111
using a UV-Vis spectrometer (DR-5000, HACH) at 254 nm, analyzed in triplicate. The SUVA value
was calculated as UV254 times 100 divided by the DOC concentration. All water samples were analyzed
in triplicate. HAAs were analyzed using a gas chromatograph (Agilent HP 6890N) outfitted with a 63Ni
electron capture detector (ECD), an auto-sampler and a Supelco EquityTM-5 column (30 m × 0.25 mm
ID). Three replications of HAAs measurements were performed for each sample [8,9]
.
RESULTS & DISCUSSION
The data presented in (Figures 2, 3, 4 and 5), showed that, the seasonal variation of disinfection
by-products (HAAs) in four water treatment plants (WTP) in El Gharbiya governorate.
Figure 1. Sampling sites
El-Arida WTP
Monochloro acetic acid (MCAA) ranged from 8.8 to 24.9 µg/L, the minimum value observed
during winter 2018 and the maximum value observed during summer 2017. Dichloroacetic acid (DCAA)
ranged from 14.2 to 43.7 µg/L, the minimum value observed during winter 2018 and the maximum
value observed during summer 2017, the trichloroacetic acid (TCAA) ranged from 9.5 to 31.8 µg/L, the
minimum value observed during winter 2018and the maximum value observed during summer 2017as
shown in Figure 2. The HAAs species values were complying with the Egyptian standard (Ministerial
Decree No.458/2007) and as well as WHO (2012) standards for drinking water [5, 10]
.
A number of HAA occurrence surveys have been undertaken, and HAAs occurred at similar
concentrations to THMs and in some cases a little higher and in some a little lower. Levels of HAA
reported range from single figures up to the hundreds of µg L-1 but the median values tend to be in the
range 20-40 µg L-1
. Given that the water sources, treatment and disinfection practices all vary across
these surveys it is often difficult to compare them against each other but they do often allow us to see
general trends. Disinfection consideration practices then any contact of organics with free chlorine is
important and will contribute to DBP levels. When monochloramine is used as a disinfectant the levels
Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018)
112
of HAAs found are significantly reduced, but even a short contact time with free chlorine leads to
significant HAA levels [4,5]
.
Huaet al. (2008) investigated the use of different disinfectants and showed how in simulated
distribution system tests using filtered water samples dosed with chlorine and chloramines, the formation
of THM and HAA was 2-12 times higher when chlorine was used as the primary disinfectant than when
using ClO2. Ateset al.(2007) showed how even when ClO2 was used as the main disinfectant the use of
pre-chlorination led to HAAs levels that ranged from 13 to 52μg L-1 in the winter, and from 12 to 111
μg L-1 in the summer. The findings in the study was agreement with the studies conducted by both
Atesetal.(2007) and Huaet al. (2008) [1,3]
.
Figure 2. HAAs results in El-Arida WTP
El-mahala el-kobra WTP
Monochloro acetic acid (MCAA) ranged from 7.5 to 19.5 µg/L, the minimum value observed
during winter 2018 and the maximum value observed during summer 2017. Dichloroacetic acid (DCAA)
ranged from 11.3 to 37.6 µg/L, the minimum value observed during winter 2018 and the maximum
value observed during summer 2017, the trichloroacetic acid (TCAA) ranged from 7.5 to 28.5 µg/L,
winter 2018 and the maximum value observed during summer 2017 as shown in Figure 3. The HAAs
species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and as
well as WHO (2012) standards for drinking water [5, 10]
.
Figure 3. HAAs results in El-mahala el-kobra WTP
Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018)
113
Zeftta WTP
Monochloro acetic acid (MCAA) ranged from 6.8 to 18.4 µg/L, the minimum value observed
during winter 2018 and the maximum value observed during summer 2017. Dichloroacetic acid (DCAA)
ranged from 9.8 to 34.5 µg/L, the minimum value observed during winter 2018 and the maximum value
observed during summer 2017, the trichloroacetic acid (TCAA) ranged from 6.5 to 25.8 µg/L, the
minimum value observed winter 2018 and the maximum value observed during summer 2017 as shown
in Figure 4. The HAAs species values were complying with the Egyptian standard (Ministerial Decree
No.458/2007) and as well as WHO (2012) standards for drinking water [5, 10]
.
Figure 4. HAAs results in Zeftta WTP
Kafr el-zayat WTP
Monochloro acetic acid (MCAA) ranged from 9.9 to 32.5 µg/L, the minimum value observed
during winter 2018 and the maximum value observed during summer 2017. Dichloroacetic acid (DCAA)
ranged from 11.0 to 42.5 µg/L, the minimum value observed during winter 2018 and the maximum
value observed during summer 2017, the trichloroacetic acid (TCAA) ranged from 8.9 to 31.8 µg/L, the
minimum value observed during winter 2018 and the maximum value observed during summer 2017 as
shown in Figure 5. The HAAs species values were complying with the Egyptian standard (Ministerial
Decree No.458/2007) and as well as WHO (2012) standards for drinking water [5, 10]
.
Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018)
114
Figure 5. HAAs results in kafr el-zayat WTP
CONCLUSION
Present study found considerable variation in HAAs concentration between the four seasons. The
HAAs species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and
as well as the EPA (2012) and WHO (2012) standards for drinking water. The HAAs levels followed
the general trend of higher concentrations in summer and autumn compared to winter and spring with
large variations in the concentration level. It is difficult to identify the principal parameter(s) driving the
HAAs formation for all the seasons in the presence of complex nature of source water NOMs matrix. A
comprehensive monitoring program of the HAAs in the urban and rural water supply is recommended
to facilitate the evaluation of principal factor(s) causing elevated levels of HAAs, which may cause
adverse health effects.
RECOMMENDATIONS
Although the seasonal variation of HAAs formation was not pronounced in the survey data reported
here, the different formation tendency according to water source are clear to see. Reservoir waters were
more likely to form higher HAAs concentrations compared to river and borehole sources. This is likely
to be due to the higher levels of NOM present in the form of soil derived organics in upland reservoirs
which is not completely removed during treatment. In lowland reservoirs, algal-derived organics that
are often recalcitrant to treatment contribute to the increased HAA formation observed. Bromine
incorporation is greater for the lowland sites compared to the upland sites, which is expected as lowland
waters tend to have higher bromide concentrations than upland waters.
REFERENCES
[1]Richardson, S. D., & Postigo, C. (2018). Liquid Chromatography–Mass Spectrometry of Emerging
Disinfection By-products. Advances in the Use of Liquid Chromatography Mass Spectrometry (LC-
MS): Instrumentation Developments and Applications, 79, 267.
[2]Zhong, X., Cui, C., & Yu, S. (2017). Seasonal evaluation of disinfection by-products throughout two
full-scale drinking water treatment plants. Chemosphere, 179, 290-297.
[3]Manasfi, T., Coulomb, B., & Boudenne, J. L. (2017). Occurrence, origin, and toxicity of disinfection
byproducts in chlorinated swimming pools: An overview. International journal of hygiene and
environmental health, 220(3), 591-603.
[4]Bond, T., Huang, J., Graham, N. J., & Templeton, M. R. (2014). Examining the interrelationship
between DOC, bromide and chlorine dose on DBP formation in drinking water—A case study.
Science of the Total Environment, 470, 469-479.
Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018)
115
[5]Wang, Y. H., & Chen, K. C. (2014). Removal of disinfection by-products from contaminated water
using a synthetic goethite catalyst via catalytic ozonation and a biofiltration system. International
journal of environmental research and public health, 11(9), 9325-9344.
[6]Wang, W. L., Zhang, X., Wu, Q. Y., Du, Y., & Hu, H. Y. (2017). Degradation of natural organic
matter by UV/chlorine oxidation: molecular decomposition, formation of oxidation byproducts and
cytotoxicity. Water research, 124, 251-258.
[7]Skeriotis, A. T., Sanchez, N. P., Kennedy, M., Johnstone, D. W., & Miller, C. M. (2016). Long-term
comparison of disinfection by-product formation potential in a full scale treatment plant utilizing a
multi-coagulant drinking water treatment scheme. Water, 8(8), 318.
[8]USEPA, (1995). "Methods for the Determination of Organic Compounds in Drinking Water-
Supplement III", August 1995, EPA/600/R- 95/131 .
[9]Shaibu-Imodagbe, E., Okuofu, C. A., Unyimadu, J. P., & Williams, A. B. (2015). Determination of
Levels of Regulated and Emerging Trihalomethanes (THMs) Disinfection By-Products (DBPs) in a
Community Drinking Water Supply. Journal of Environment and Earth Science, 5(6).
[10] Ministerial Decree No. 458, 2007. Egypt Health Ministry, Ameryia Press.

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Evaluation of the levels of haloacetic acids in gharbiya governorate, egypt[#501003] 603824

  • 1. Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(4):110-115 (2018) (Research Paper) 110 Evaluation of the Levels of Haloacetic acids in Gharbiya Governorate, Egypt Rafat Moustafa*,1 and Ahmed Hesham2 1 El Gharbiya water company, Gharbiya, Egypt 2 Basic Science department, Environmental studies and research Institute, Ain Shams University, Cairo, Egypt. E-Mail:rafat.moustafa@outlook.com, Ahmedhasham83@outlook.com ORCID: 0000-0003-3017-7037 (Rafat Moustafa) & 0000-0002-0202-6664 (Ahmed Hesham) Received September 30, 2018; Accepted November 25, 2018 Abstract: The occurrence of haloacetic acids (HAAs) was studied in the drinking water samples from Gharbiya governorate water treatment plants and its water supply network that served more than 5 million people. Drinking water disinfection by-products are formed when a disinfectant reacts with natural organic matter and/or bromide/iodide present in a raw water source. Trihalomethanes and haloacetic acids are the two most prevalent classes of DBPs and are regulated by the US Environmental Protection Agency as well as being subject to World Health Organization guidelines due to their potential health risk. Drinking water samples were collected from 4 sites monthly over one year (2017-2018). The aims of the present study are to investigate the levels of HAAs in Gharbiya governorate (middle of Delta Egypt) drinking water. monochloroacetic acid ranged from 6.8 to 32.5 µg/L, dichloroacetic acid ranged from 9.8 to 43.7 µg/L, and the trichloroacetic acid ranged from 6.5 to 31.8 µg/L, the minimum values observed during winter 2018 and the maximum value observed during summer 2017., The HAAs species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and as well as WHO 2012) standards for drinking water. Keywords: Haloacetic acids, DPBs, Gharbiya Governorate, Egypt, Environment, Pollution, Disinfection. INTRODUCTION Chlorination is an effective disinfection method in water treatment for inactivating microorganisms to safeguard the public health against waterborne diseases. However, reactions of chlorine with natural organic matter (NOM) in water may result in formation of harmful disinfection by-products (DBPs), such as trihalomethanes (THMs) and haloacetic acids (HAAs) [1, 2] . Disinfection by-products (DBPs) are regulated in many countries, due to their genotoxicity, mutagenicity and carcinogenicity [1, 2] . Trihalomethanes (THMs) and haloacetic acids (HAAs) are two major groups of carbonaceous DBPs (C-DBPs) that form during chlorination in drinking water treatment [3] . Natural organic matter (NOM) generally consists of humic substances in raw water and has been recognized as an important source of DBP precursors [3,4] . Consequently, developing efficient treatment processes for the removal of NOM and the reduction of DBP formation has received a lot of research interest [5,6] . To minimize the formation of DBPs, ‘enhanced coagulation’ and ‘precipitative softening’ processes have been introduced to increase the removal efficiency of NOM (the DBP precursors) by the United States Environmental Protection Agency (USEPA) in the Stage 1 Disinfectant and Disinfection By-products Rule in conventional water treatment processes [7] . MATERIALS AND METHODS Water samples were collected from different parts of the governorate representing main distribution network of water supply. Sampling locations were shown in Figure (1). Total 48 sampling locations were sampled during the present study. Samples for HAAs analysis were collected in headspace-free borosilicate amber glass bottles with Teflon joint screw cap, containing 1.0 mL of 5% ammonium chloride as quenching solution to remove any residual chlorine. Temperature, pH and free chlorine were measured in the field. Once collected, samples were stored in the dark at 4°C and carried to the laboratory for analytical procedures. Measurements of free chlorine were measured in the field using the DPD4 and disk comparator. The DOC was analyzed in accordance with Standard Method 5310B[8] . A total organic carbon (TOC) analyzer (Model TOC-VCSH, Shimadzu, Tokyo, Japan) was used to determine the non-purgeable organic carbon according to the combustion catalytic oxidation/Non- Dispersive Infrared (NDIR) method. UV254 was analyzed in accordance with Standard Method 5910B * Corresponding E-mail: rafat.moustafa@outlook.com
  • 2. Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018) 111 using a UV-Vis spectrometer (DR-5000, HACH) at 254 nm, analyzed in triplicate. The SUVA value was calculated as UV254 times 100 divided by the DOC concentration. All water samples were analyzed in triplicate. HAAs were analyzed using a gas chromatograph (Agilent HP 6890N) outfitted with a 63Ni electron capture detector (ECD), an auto-sampler and a Supelco EquityTM-5 column (30 m × 0.25 mm ID). Three replications of HAAs measurements were performed for each sample [8,9] . RESULTS & DISCUSSION The data presented in (Figures 2, 3, 4 and 5), showed that, the seasonal variation of disinfection by-products (HAAs) in four water treatment plants (WTP) in El Gharbiya governorate. Figure 1. Sampling sites El-Arida WTP Monochloro acetic acid (MCAA) ranged from 8.8 to 24.9 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017. Dichloroacetic acid (DCAA) ranged from 14.2 to 43.7 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017, the trichloroacetic acid (TCAA) ranged from 9.5 to 31.8 µg/L, the minimum value observed during winter 2018and the maximum value observed during summer 2017as shown in Figure 2. The HAAs species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and as well as WHO (2012) standards for drinking water [5, 10] . A number of HAA occurrence surveys have been undertaken, and HAAs occurred at similar concentrations to THMs and in some cases a little higher and in some a little lower. Levels of HAA reported range from single figures up to the hundreds of µg L-1 but the median values tend to be in the range 20-40 µg L-1 . Given that the water sources, treatment and disinfection practices all vary across these surveys it is often difficult to compare them against each other but they do often allow us to see general trends. Disinfection consideration practices then any contact of organics with free chlorine is important and will contribute to DBP levels. When monochloramine is used as a disinfectant the levels
  • 3. Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018) 112 of HAAs found are significantly reduced, but even a short contact time with free chlorine leads to significant HAA levels [4,5] . Huaet al. (2008) investigated the use of different disinfectants and showed how in simulated distribution system tests using filtered water samples dosed with chlorine and chloramines, the formation of THM and HAA was 2-12 times higher when chlorine was used as the primary disinfectant than when using ClO2. Ateset al.(2007) showed how even when ClO2 was used as the main disinfectant the use of pre-chlorination led to HAAs levels that ranged from 13 to 52μg L-1 in the winter, and from 12 to 111 μg L-1 in the summer. The findings in the study was agreement with the studies conducted by both Atesetal.(2007) and Huaet al. (2008) [1,3] . Figure 2. HAAs results in El-Arida WTP El-mahala el-kobra WTP Monochloro acetic acid (MCAA) ranged from 7.5 to 19.5 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017. Dichloroacetic acid (DCAA) ranged from 11.3 to 37.6 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017, the trichloroacetic acid (TCAA) ranged from 7.5 to 28.5 µg/L, winter 2018 and the maximum value observed during summer 2017 as shown in Figure 3. The HAAs species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and as well as WHO (2012) standards for drinking water [5, 10] . Figure 3. HAAs results in El-mahala el-kobra WTP
  • 4. Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018) 113 Zeftta WTP Monochloro acetic acid (MCAA) ranged from 6.8 to 18.4 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017. Dichloroacetic acid (DCAA) ranged from 9.8 to 34.5 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017, the trichloroacetic acid (TCAA) ranged from 6.5 to 25.8 µg/L, the minimum value observed winter 2018 and the maximum value observed during summer 2017 as shown in Figure 4. The HAAs species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and as well as WHO (2012) standards for drinking water [5, 10] . Figure 4. HAAs results in Zeftta WTP Kafr el-zayat WTP Monochloro acetic acid (MCAA) ranged from 9.9 to 32.5 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017. Dichloroacetic acid (DCAA) ranged from 11.0 to 42.5 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017, the trichloroacetic acid (TCAA) ranged from 8.9 to 31.8 µg/L, the minimum value observed during winter 2018 and the maximum value observed during summer 2017 as shown in Figure 5. The HAAs species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and as well as WHO (2012) standards for drinking water [5, 10] .
  • 5. Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018) 114 Figure 5. HAAs results in kafr el-zayat WTP CONCLUSION Present study found considerable variation in HAAs concentration between the four seasons. The HAAs species values were complying with the Egyptian standard (Ministerial Decree No.458/2007) and as well as the EPA (2012) and WHO (2012) standards for drinking water. The HAAs levels followed the general trend of higher concentrations in summer and autumn compared to winter and spring with large variations in the concentration level. It is difficult to identify the principal parameter(s) driving the HAAs formation for all the seasons in the presence of complex nature of source water NOMs matrix. A comprehensive monitoring program of the HAAs in the urban and rural water supply is recommended to facilitate the evaluation of principal factor(s) causing elevated levels of HAAs, which may cause adverse health effects. RECOMMENDATIONS Although the seasonal variation of HAAs formation was not pronounced in the survey data reported here, the different formation tendency according to water source are clear to see. Reservoir waters were more likely to form higher HAAs concentrations compared to river and borehole sources. This is likely to be due to the higher levels of NOM present in the form of soil derived organics in upland reservoirs which is not completely removed during treatment. In lowland reservoirs, algal-derived organics that are often recalcitrant to treatment contribute to the increased HAA formation observed. Bromine incorporation is greater for the lowland sites compared to the upland sites, which is expected as lowland waters tend to have higher bromide concentrations than upland waters. REFERENCES [1]Richardson, S. D., & Postigo, C. (2018). Liquid Chromatography–Mass Spectrometry of Emerging Disinfection By-products. Advances in the Use of Liquid Chromatography Mass Spectrometry (LC- MS): Instrumentation Developments and Applications, 79, 267. [2]Zhong, X., Cui, C., & Yu, S. (2017). Seasonal evaluation of disinfection by-products throughout two full-scale drinking water treatment plants. Chemosphere, 179, 290-297. [3]Manasfi, T., Coulomb, B., & Boudenne, J. L. (2017). Occurrence, origin, and toxicity of disinfection byproducts in chlorinated swimming pools: An overview. International journal of hygiene and environmental health, 220(3), 591-603. [4]Bond, T., Huang, J., Graham, N. J., & Templeton, M. R. (2014). Examining the interrelationship between DOC, bromide and chlorine dose on DBP formation in drinking water—A case study. Science of the Total Environment, 470, 469-479.
  • 6. Int. J. of Environmental Pollution &Environmental Modelling, Vol. 1(1): (2018) 115 [5]Wang, Y. H., & Chen, K. C. (2014). Removal of disinfection by-products from contaminated water using a synthetic goethite catalyst via catalytic ozonation and a biofiltration system. International journal of environmental research and public health, 11(9), 9325-9344. [6]Wang, W. L., Zhang, X., Wu, Q. Y., Du, Y., & Hu, H. Y. (2017). Degradation of natural organic matter by UV/chlorine oxidation: molecular decomposition, formation of oxidation byproducts and cytotoxicity. Water research, 124, 251-258. [7]Skeriotis, A. T., Sanchez, N. P., Kennedy, M., Johnstone, D. W., & Miller, C. M. (2016). Long-term comparison of disinfection by-product formation potential in a full scale treatment plant utilizing a multi-coagulant drinking water treatment scheme. Water, 8(8), 318. [8]USEPA, (1995). "Methods for the Determination of Organic Compounds in Drinking Water- Supplement III", August 1995, EPA/600/R- 95/131 . [9]Shaibu-Imodagbe, E., Okuofu, C. A., Unyimadu, J. P., & Williams, A. B. (2015). Determination of Levels of Regulated and Emerging Trihalomethanes (THMs) Disinfection By-Products (DBPs) in a Community Drinking Water Supply. Journal of Environment and Earth Science, 5(6). [10] Ministerial Decree No. 458, 2007. Egypt Health Ministry, Ameryia Press.