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IOSR Journal of Applied Chemistry (IOSR-JAC)
e-ISSN: 2278-5736.Volume 10, Issue 3 Ver. I (Mar. 2017), PP 01-05
www.iosrjournals.org
DOI: 10.9790/5736-1003010105 www.iosrjournals.org 1 |Page
Comparison of ground water quality between CEPZ industrial
area and Hathazari non industrial area in Chittagong,
Bangladesh
N. Islam*1
, A. J. M. Morshed2
and D. P. Paul1
1
Department of Physics, University of Chittagong, Chittagong-4331, Bangladesh.
2
Bangladesh Council of Scientific and Industrial Research, Chittagong-4220, Bangladesh.
Abstract: Assessment of the quality of underground water is an important issue for the safety of mankind who
uses this as drinking water and other purposes. For this reason, the present research activities have been
focused on various essential physico-chemical parameters such as pH, electrical conductivity, total solids, total
suspended solids, total dissolved solids, total hardness, turbidity, sulphate, nitrite, nitrate, phosphate, chloride,
total alkalinity, arsenic, iron, manganese, chromium, nickel, cadmium, lead, magnesium, potassium, calcium,
cobalt, mercury, copper and zinc of water samples from study area. In Chittagong Export Processing Zone
(CEPZ) industrial area, most of the values of physico-chemical parameters for collected samples have exceeded
the acceptable range of World Health Organization (WHO) and Bangladesh Standard and Testing Institute
(BSTI). On the other hand, in Hathazari non-industrial area, almost all the values of both physical and chemical
parameters as well as the trace metals have not crossed the acceptable limit according to WHO and BSTI.
Keywords: Trace metals, physico-chemical, underground water, industrial area, comparison, non-industrial
area, Bangladesh.
I. Introduction
The quality of water depends on its physical and chemical characteristics (Kumar and James, 2013).
Underground water is much clean and free from pollution than surface water. But prolonged discharge of
industrial effluents, domestic sewage, nuclear explosion waste and solid waste dumping causes the groundwater
to become polluted and created health problems (Craun et al. 1999). When waterborne bacteria and virus enter
the potable water various types of dangerous diseases such as diarrhoea, cholera, polio, typhoid, hepatitis etc.
are appeared in our body (Sharma et al. 2014 and Achakzai et al. 2014). Estimated 80% of all diseases
(Shivasharanappa et al. 2012) and over one third of deaths in developing countries are caused by the
consumption of contaminated water and on the average as much as one tenth of each person's productive time is
sacrificed to water-related diseases (Ahmed et al. 2011). Waste products from industries are very dangerous to
the environment (Rahman, 1992). The CEPZ area has been chosen as sampling zone. Because, more than
hundreds of factories such as garments, textile, garment accessories, metal products, tiny towel, knitting & other
textile products, footwear & leather goods, ropes, electronics & electrical goods, tent, service oriented
industries, sports goods, plastic goods, fishing reel & golf equipment, power industry and caps etc. have situated
here and lot of manpower involved in this factories/industries are living in this sides. These factories contribute
to environmental pollution by heavy metals like mercury, cadmium, lead, zinc, chromium, arsenic etc. These
metals are essential for human body in small doses. But a huge amount of heavy metals is deadly toxic to human
(Mohod and Dhote 2013, Heileslassie and Gebremedhin, 2015). Many diseases such as kidney damages, loss of
hair, damage of nail and teeth, stomach pains, renal damage, cancer, lung diseases, neural disorder, insomnia
and finally mental depression may arise in the body due to consumption of heavy metal contaminated drinking
water (Tadiboyina and Ptsrk, 2016 and Salem et al. 2000). Heavy metals are contacted with soil and surface
water. The current research has been compared between ground water of industrial and non-industrial region.
Hence, the samples have collected from both industrial and non-industrial area and analyzed using standard
procedures.
II. Materials And Methods
Collection and preservation of samples: Samples from different points of study area were collected for present
experiments. The roughly distance between two sampling points was about 0.5 kilometer. The sampling
location, date of collection and depth as well as their corresponding geographical position are shown in Table I
and in Figure 1 & 2. The geographical position was measured (from C1 to C8 and H1 to H8) by GPS machine
(Model No.: Germany Gps76CSX). Samples were also collected from tube-wells after discarding water for the
first three minutes. High density plastic bottles of one liter capacity were used for the collection of samples
cleaned by rinsing thoroughly with 10% of concentrated nitric acid (HNO3) followed by repeated washing with
Comparison of ground water quality between CEPZ industrial area and Hathazari non ….
DOI: 10.9790/5736-1003010105 www.iosrjournals.org 2 |Page
distilled water. The bottles were also washed with the sample water before filling up. The collected samples
were marked with identification number to the bottle and then transferred to the BCSIR Laboratories
Chittagong, Bangladesh.
Experimental section: Different water parameters were determined using the following methods:
Atomic Absorption Spectrophotometer (Thermo-scientific, iCE –3300, 3000 series, USA) has been used for the
determination of metals such as arsenic, mercury, iron, lead, nickel, cobalt, cadmium, copper, zinc, manganese,
chromium, calcium, potassium and magnesium. Total alkalinity, chloride as well as total hardness were
quantified by titrimetric methods. UV- Visible spectrophotometer (Model – UV 1800, Shimadzu, Japan) has
been used for the determination of phosphate, nitrite, nitrate and sulphate. Electrical conductivity (EC), pH and
turbidity were determinated using EC meter (Model no. 3/0513261. Germany), pH meter (model no. pH5011)
and turbidity meter (Lovibond, Turb Direct, SN 09/1275, Germany) respectively. Gravimetric method has been
applied for the determination of total solids (TS), total dissolved solids (TDS), and total suspended solids (TSS).
III. Results And Discussion
Physico-chemical parameters of ground water samples from industrial (CEPZ) and non-industrial
(Hathazari) area are shown in [Table II & III] and the concentration of trace elements of these samples from
both areas are mentioned in [Table IV & V]. The current study has shown that, pH value was obtained in the
range of (6.4-7.72) for CEPZ and (5.3-7.3) for Hathazari area. Both the ranges have not exceeded permissible
limit (WHO 2011). Electrical conductivity of the samples from industrial and non-industrial areas was found in
the range of (240-7300) μS/cm and (50-720) μS/cm respectively. According to WHO guidelines (WHO 2011)
six samples (C3, C4, C5, C6, C7 & C8) in industrial area have crossed the acceptable level of EC. The values of
total solids have noted in the range of (182-19798)ppm for CEPZ and (45-512)ppm for Hathazari area. It was
observed that seven samples (C1, C3, C4, C5, C6, C7 & C8) from CEPZ area have exceeded the recommended
limit of total dissolved solids (WHO 2011). The range of total suspended solids was (14-15970)ppm and (2-
142)ppm for CEPZ and Hathazari area respectively. The highest value of TSS was obtained from C4 and the
lowest one was also obtained from H7. In industrial area, the level of Total hardness (TH) and Total alkalinity
have recorded in the range of (80-848)ppm and (38.4-755.2)ppm respectively. But in non-industrial area, the
range of Total Hardness and Total Alkalinity have obtained (20 – 310)ppm and (38.4 – 307.2)ppm respectively.
A total of seven samples (C3, C4, C5, C6, C7, C8 & H8) from both areas have shown higher value of TH (BDS
1240:2001). On the other hand, total alkalinity of five samples (C4, C5, C6, C7 & C8) from CEPZ and one (H8)
from Hathazari have crossed the standard limit (Kumar et al. 2014). Turbidity was found in the range of (1.13-
367)NTU. Almost all the samples excluding C2 & H2 have exceeded the admissible level of turbidity (WHO
1993). The range of (BDL-7)ppm, BDL, (BDL-20)ppm, and (BDL-60)ppm has found for nitrate, nitrite,
phosphate, and sulphate respectively. Chloride was found in the range of (15-2900)ppm. Excess of chlorides
have indentified in the seven samples named C1, C3, C4, C5, C6, C7, & C8 from industrial area (WHO 1993).
But in non-industrial area, the values of chlorides for all the samples were not higher than the standard limit
(WHO 1993) [Table II & III].In both areas, the concentration of trace metals has estimated in the range of (19.2
– 782.4)ppm for magnesium. Maximum concentration of magnesium was observed in C4 from CEPZ and
minimum in H2 from Hathazari. Eight samples viz. C1, C3, C4, C5, C6, C7, C8 & H8 have crossed the
permissible level of magnesium (WHO 1993). The concentrations of potassium have noted in the range of (2.64
– 61.27)ppm while the concentrations of calcium have found within the recommended limit (BDS 1240:2001).
But according to WHO guidelines seven samples of potassium except C2 from CEPZ and one sample (H8) from
Hathazari have exceeded the acceptable level (WHO 1993). The concentrations of manganese and iron from
both areas have reported in the range of (BDL – 1.17)ppm and (BDL – 23.39)ppm respectively. The highest
value of manganese has found in C1 and the lowest in both C2 & H2. Three samples named C1, C4 & C5 from
industrial area have gone over the permissible limit of manganese (WHO 1993) as well as twelve samples from
both areas have also shown the highest value of Iron than the standard level (BDS 1240:2001). On the other
hand, nine metals like cobalt, nickel, copper, zinc, lead, cadmium, arsenic, mercury and chromium from
industrial and non-industrial areas have shown the concentration within the recommended limit according to
WHO standard value (WHO 1993) [Table IV & V]
IV. Conclusions
The quality of water is an important issue for utilization in domestic as well as drinking purposes.
Many severe diseases occur in human body due to consumption of contaminated water. The present research has
disclosed that the quality of ground water from industrial area is poorer than the non-industrial area. Because,
the probability of the environmental pollution in industrial area is very high cause of discharging various
hazardous substances such as chemicals, fertilizers, pesticides, gas, dyes etc. These toxic substances are assorted
with soil and then mixed slowly with ground water. Thus, it is more essential to take perfect initiative for
Comparison of ground water quality between CEPZ industrial area and Hathazari non ….
DOI: 10.9790/5736-1003010105 www.iosrjournals.org 3 |Page
treating of drinking water in this area. Moreover, the hazardous chemicals from different industries must be
treated before discharging in the environment.
Acknowledgement
The authors are grateful to the authority of Bangladesh Council of Scientific and Industrial Research
(BCSIR) for providing all the supports including machineries as well as their good co-operation during research
works. The authors are also grateful to the professors of the Department of Physics, University of Chittagong for
supervising in this study. Finally, the authors would like to express their grateful thanks to the inhabitants of
both industrial and non-industrial region due to assist the collection of samples.
References
[1] Achakzai AKK, Bazai ZK, Afzal M and Hanif U (2014). Physicochemical status of drinking water of Quetta
districts. American-Eurasian Journal of Toxicological Sciences, 6: 62–67
[2] Ahmed MJ, Haque MR and Rahman MM (2011). Physicochemical Assessment of surface and Groundwater
Resources of Greater Noakhali District of Bangladesh. Internation Journal of Chemical science and Technology, 1:
1-10.
[3] Craun GF, Calderon RL (1999). "Water-borne disease outbreaks: their causes, problems, and challenges to treatment
barrier, AWWA manual M-48: water-borne pathogens", American Water Works Association, Denver, USA.
[4] Haileslassie T and Gebremedhin K (2015). Hazards of heavy metal contamination in ground water. International
Journal of Technology Enhancements and Emerging Engineering Research, 3: 1 – 6.
[5] Kumar PJS and James EJ (2013). Physicochemical parameters and their sources in groundwater in the Thirupathur
region, Tamil Nadu, South India. Appl Water Sci., 3: 219 – 228.
[6] Kumar A, Zaiad GM, Awheda IM and Fartas FM (2014). Physico-chemical Analysis of Ground Water in Different
Sites of Al-khums City, Libya. International Journal of Science and Research (IJSR). 3:2395-2398.
[7] Mohod CV and Dhote J (2013). Review of heavy metals in drinking water and their effect on human health.
International Journal of Innovative Research in Science, Engineering and Technology, 2: 2992 – 2996.
[8] Rahman K (1992). Industrial Pollution and Control; for sustainable Development. In Training Manual on
Environment Management in Bangladesh. DoE, Dhaka, 1992, pp184.
[9] Salem HM, Eweida EA and Farag A (2000). Heavy metals in drinking water and their environmental impact on
human health. ICEHM 2000, Cairo University, Egypt, pp542 – 556.
[10] Sharma B, Pandey B and Paikara D (2014). Analysis of Physico-chemical characteristics of ground water. Indian J.
Sci. Res. 9 : 154 – 157.
[11] Shivasharanappa, Srinivas P and Huggi MS (2012). Study on the physico-chemical characteristics of ground water of
Bidar City and its industrial area. International Journal of Applied Biology and Pharmaceutical Technology, 3: 359 –
367.
[12] Tadiboyina R and Ptsrk PR (2016). Trace analysis of heavy metals in ground waters of Vijayawada Industrial Area.
International Journal of Environmental & Science Education, 11: 3215 – 3229.
[13] WHO (2011). Guidelines for drinking water quality world health organization, IV edn. WHO Geneva.
[14] WHO (1993). Guideline for drinking water quality, Vol 2- Health criteria and other supporting information and Vol
3- Drinking water quality control in small community supplies. WHO Geneva.
Table I: Summery of the sample (with geographical position) collected from the CEPZ and Hathazari.
Sample ID Date of
collection
Geographical position Depth in Feet
Latitude Longitude
C1 31-10-2015 22˚17.235'N 91˚46.825'E 700
C2 31-10-2015 22˚16.754'N 91˚46.620'E WASA
C3 31-10-2015 22˚16.717'N 91˚46.17'E 110
C4 31-10-2015 22˚16.716'N 91˚46.592'E 120
C5 31-10-2015 22˚16.681'N 91˚46.573'E 100
C6 31-10-2015 22˚17.92'N 91˚46.855'E 150
C7 31-10-2015 22˚17.737'N 91˚46.828'E 130
C8 31-10-2015 22˚17.798'N 91˚46.821'E 110
H1 03-11-2015 22˚47'1121''N 91˚79'3580''E 360
H2 03-11-2015 22˚47'6068''N 91˚81'2883''E 320
H3 03-11-2015 22˚46'1923''N 91˚ 81'6410''E 300
H4 03-11-2015 22˚46'7377''N 91˚81'6411''E 350
H5 03-11-2015 22˚45'7899''N 91˚81'3580''E 220
H6 03-11-2015 22˚44'7899''N 91˚81'5963''E 675
H7 03-11-2015 22˚44'5722''N 91˚81'5119''E 220
H8 03-11-2015 22˚77'2097''N 91˚57'5192''E 40
[C = Chittagong Export Processing Zone (CEPZ) Area, H = Hathazari Area]
Comparison of ground water quality between CEPZ industrial area and Hathazari non ….
DOI: 10.9790/5736-1003010105 www.iosrjournals.org 4 |Page
Figure 1 Map showing sample collection points of CEPZ area (Industrial area).
Figure 2 Map showing sample collection points of Hathazari (Non-industrial area).
Table II: Physico-chemical parameters of ground water in industrial area (CEPZ).
Parameters Units C1 C2 C3 C4 C5 C6 C7 C8
EC µS/cm 1230 240 7300 5250 3400 4650 2940 2620
pH 7.72 7.1 6.9 6.4 6.8 6.9 7.1 7
Turbidity NTU 35 1.13 36.5 367 115 70 9.78 42
TDS ppm 930 156 4821 3828 2358 3099.8 1706 1470
TSS ppm 40 26 81 15970 126 160.2 56 14
TS ppm 970 182 4902 19798 2484 3260 1762 1484
Total Hardness ppm 125 80 400 848 425 536 300 420
Total Alkalinity ppm 51.2 38.4 89.6 524.8 755.2 473.6 550.4 512
Nitrate ppm BDL BDL 7 4 5 6 2 BDL
Nitrite ppm BDL BDL BDL BDL BDL BDL BDL BDL
Phosphate ppm BDL BDL 20 BDL 3 12 17 18
Sulphate ppm BDL 5 25 10 50 ND 30 60
Chloride ppm 500 40 2900 1650 1200 1550 900 650
Table III: Physico-chemical parameters of ground water in non-industrial area (Hathazari).
Parameters Units H1 H2 H3 H4 H5 H6 H7 H8
EC µS/cm 50 90 240 130 330 130 120 720
pH 5.3 6.2 6.1 5.7 6.1 5.7 6.3 7.3
Turbidity NTU 12.3 3.85 12.5 28.1 65.1 83.1 21.7 41.8
TDS ppm 32.5 58.5 156.5 90 215 85 78 468
TSS ppm 12.5 6 136 142 33 28 2 44
TS ppm 45 64.5 292.5 232 248 113 80 512
Total Hardness ppm 20 24.5 80 52 86 44 50 310
Total Alkalinity ppm 38.4 76.8 64 76.8 102.4 76.8 89.6 307.2
Nitrate ppm BDL BDL BDL BDL BDL BDL BDL 0.8
Nitrite ppm BDL BDL BDL BDL BDL BDL BDL BDL
Phosphate ppm BDL BDL BDL BDL BDL BDL BDL 1
Sulphate ppm BDL BDL BDL BDL BDL BDL BDL BDL
Chloride ppm 15 20 48 18 80 24 15 100
BDL = Below Detection Level
Comparison of ground water quality between CEPZ industrial area and Hathazari non ….
DOI: 10.9790/5736-1003010105 www.iosrjournals.org 5 |Page
Table IV: Concentration of trace metals of ground water from industrial area (CEPZ)
Metals Units C1 C2 C3 C4 C5 C6 C7 C8
Magnesium ppm 160.8 28.8 322.2 782.4 560.8 478.4 308 428
Potassium ppm 13.23 3.08 55.10 61.27 58.49 49.71 42.73 37.38
Calcium ppm 27.2 11.2 28.8 65.6 19.2 57.6 32 24
Manganese ppm 1.17 <0.01 0.08 0.93 0.81 0.33 0.04 0.05
Iron ppm 23.39 <0.01 2.07 15.22 2.02 0.27 1.21 0.42
Cobalt ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Nickel ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Copper ppm <0.01 <0.01 0.09 0.13 <0.01 <0.01 <0.01 <0.01
Zinc ppm 0.04 0.04 0.04 0.07 0.03 0.03 0.04 0.04
Lead ppm <0.01 <0.01 0.02 <0.01 <0.01 <0.01 <0.01 0.02
Cadmium ppm <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03
Arsenic ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Mercury ppm <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001
Chromium ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Table V: Concentration of trace metals of ground water from non-industrial area (Hathazari).
Metals Units H1 H2 H3 H4 H5 H6 H7 H8
Magnesium ppm 20.8 19.2 38.4 32 46.4 31.2 37.6 300
Potassium ppm 3.72 3.19 2.64 2.93 4.98 3.22 2.65 15
Calcium ppm 3.2 4.8 17.6 24 50 18 12.5 20
Manganese ppm 0.01 <0.01 0.13 0.08 0.29 0.25 0.01 0.34
Iron ppm <0.01 0.03 1.17 1.80 4.15 2.32 1.72 0.42
Cobalt ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Nickel ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Copper ppm <0.01 <0.01 <0.01 0.1 <0.01 0.09 <0.01 <0.01
Zinc ppm 0.04 0.03 0.05 0.04 0.04 0.07 0.04 <0.01
Lead ppm <0.01 <0.01 <0.01 0.01 0.02 0.01 <0.01 <0.01
Cadmium ppm <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003
Arsenic ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01
Mercury ppm <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001
Chromium ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01
ppm = parts per million.

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Comparison of ground water quality between CEPZ industrial area and Hathazari non industrial area in Chittagong, Bangladesh

  • 1. IOSR Journal of Applied Chemistry (IOSR-JAC) e-ISSN: 2278-5736.Volume 10, Issue 3 Ver. I (Mar. 2017), PP 01-05 www.iosrjournals.org DOI: 10.9790/5736-1003010105 www.iosrjournals.org 1 |Page Comparison of ground water quality between CEPZ industrial area and Hathazari non industrial area in Chittagong, Bangladesh N. Islam*1 , A. J. M. Morshed2 and D. P. Paul1 1 Department of Physics, University of Chittagong, Chittagong-4331, Bangladesh. 2 Bangladesh Council of Scientific and Industrial Research, Chittagong-4220, Bangladesh. Abstract: Assessment of the quality of underground water is an important issue for the safety of mankind who uses this as drinking water and other purposes. For this reason, the present research activities have been focused on various essential physico-chemical parameters such as pH, electrical conductivity, total solids, total suspended solids, total dissolved solids, total hardness, turbidity, sulphate, nitrite, nitrate, phosphate, chloride, total alkalinity, arsenic, iron, manganese, chromium, nickel, cadmium, lead, magnesium, potassium, calcium, cobalt, mercury, copper and zinc of water samples from study area. In Chittagong Export Processing Zone (CEPZ) industrial area, most of the values of physico-chemical parameters for collected samples have exceeded the acceptable range of World Health Organization (WHO) and Bangladesh Standard and Testing Institute (BSTI). On the other hand, in Hathazari non-industrial area, almost all the values of both physical and chemical parameters as well as the trace metals have not crossed the acceptable limit according to WHO and BSTI. Keywords: Trace metals, physico-chemical, underground water, industrial area, comparison, non-industrial area, Bangladesh. I. Introduction The quality of water depends on its physical and chemical characteristics (Kumar and James, 2013). Underground water is much clean and free from pollution than surface water. But prolonged discharge of industrial effluents, domestic sewage, nuclear explosion waste and solid waste dumping causes the groundwater to become polluted and created health problems (Craun et al. 1999). When waterborne bacteria and virus enter the potable water various types of dangerous diseases such as diarrhoea, cholera, polio, typhoid, hepatitis etc. are appeared in our body (Sharma et al. 2014 and Achakzai et al. 2014). Estimated 80% of all diseases (Shivasharanappa et al. 2012) and over one third of deaths in developing countries are caused by the consumption of contaminated water and on the average as much as one tenth of each person's productive time is sacrificed to water-related diseases (Ahmed et al. 2011). Waste products from industries are very dangerous to the environment (Rahman, 1992). The CEPZ area has been chosen as sampling zone. Because, more than hundreds of factories such as garments, textile, garment accessories, metal products, tiny towel, knitting & other textile products, footwear & leather goods, ropes, electronics & electrical goods, tent, service oriented industries, sports goods, plastic goods, fishing reel & golf equipment, power industry and caps etc. have situated here and lot of manpower involved in this factories/industries are living in this sides. These factories contribute to environmental pollution by heavy metals like mercury, cadmium, lead, zinc, chromium, arsenic etc. These metals are essential for human body in small doses. But a huge amount of heavy metals is deadly toxic to human (Mohod and Dhote 2013, Heileslassie and Gebremedhin, 2015). Many diseases such as kidney damages, loss of hair, damage of nail and teeth, stomach pains, renal damage, cancer, lung diseases, neural disorder, insomnia and finally mental depression may arise in the body due to consumption of heavy metal contaminated drinking water (Tadiboyina and Ptsrk, 2016 and Salem et al. 2000). Heavy metals are contacted with soil and surface water. The current research has been compared between ground water of industrial and non-industrial region. Hence, the samples have collected from both industrial and non-industrial area and analyzed using standard procedures. II. Materials And Methods Collection and preservation of samples: Samples from different points of study area were collected for present experiments. The roughly distance between two sampling points was about 0.5 kilometer. The sampling location, date of collection and depth as well as their corresponding geographical position are shown in Table I and in Figure 1 & 2. The geographical position was measured (from C1 to C8 and H1 to H8) by GPS machine (Model No.: Germany Gps76CSX). Samples were also collected from tube-wells after discarding water for the first three minutes. High density plastic bottles of one liter capacity were used for the collection of samples cleaned by rinsing thoroughly with 10% of concentrated nitric acid (HNO3) followed by repeated washing with
  • 2. Comparison of ground water quality between CEPZ industrial area and Hathazari non …. DOI: 10.9790/5736-1003010105 www.iosrjournals.org 2 |Page distilled water. The bottles were also washed with the sample water before filling up. The collected samples were marked with identification number to the bottle and then transferred to the BCSIR Laboratories Chittagong, Bangladesh. Experimental section: Different water parameters were determined using the following methods: Atomic Absorption Spectrophotometer (Thermo-scientific, iCE –3300, 3000 series, USA) has been used for the determination of metals such as arsenic, mercury, iron, lead, nickel, cobalt, cadmium, copper, zinc, manganese, chromium, calcium, potassium and magnesium. Total alkalinity, chloride as well as total hardness were quantified by titrimetric methods. UV- Visible spectrophotometer (Model – UV 1800, Shimadzu, Japan) has been used for the determination of phosphate, nitrite, nitrate and sulphate. Electrical conductivity (EC), pH and turbidity were determinated using EC meter (Model no. 3/0513261. Germany), pH meter (model no. pH5011) and turbidity meter (Lovibond, Turb Direct, SN 09/1275, Germany) respectively. Gravimetric method has been applied for the determination of total solids (TS), total dissolved solids (TDS), and total suspended solids (TSS). III. Results And Discussion Physico-chemical parameters of ground water samples from industrial (CEPZ) and non-industrial (Hathazari) area are shown in [Table II & III] and the concentration of trace elements of these samples from both areas are mentioned in [Table IV & V]. The current study has shown that, pH value was obtained in the range of (6.4-7.72) for CEPZ and (5.3-7.3) for Hathazari area. Both the ranges have not exceeded permissible limit (WHO 2011). Electrical conductivity of the samples from industrial and non-industrial areas was found in the range of (240-7300) μS/cm and (50-720) μS/cm respectively. According to WHO guidelines (WHO 2011) six samples (C3, C4, C5, C6, C7 & C8) in industrial area have crossed the acceptable level of EC. The values of total solids have noted in the range of (182-19798)ppm for CEPZ and (45-512)ppm for Hathazari area. It was observed that seven samples (C1, C3, C4, C5, C6, C7 & C8) from CEPZ area have exceeded the recommended limit of total dissolved solids (WHO 2011). The range of total suspended solids was (14-15970)ppm and (2- 142)ppm for CEPZ and Hathazari area respectively. The highest value of TSS was obtained from C4 and the lowest one was also obtained from H7. In industrial area, the level of Total hardness (TH) and Total alkalinity have recorded in the range of (80-848)ppm and (38.4-755.2)ppm respectively. But in non-industrial area, the range of Total Hardness and Total Alkalinity have obtained (20 – 310)ppm and (38.4 – 307.2)ppm respectively. A total of seven samples (C3, C4, C5, C6, C7, C8 & H8) from both areas have shown higher value of TH (BDS 1240:2001). On the other hand, total alkalinity of five samples (C4, C5, C6, C7 & C8) from CEPZ and one (H8) from Hathazari have crossed the standard limit (Kumar et al. 2014). Turbidity was found in the range of (1.13- 367)NTU. Almost all the samples excluding C2 & H2 have exceeded the admissible level of turbidity (WHO 1993). The range of (BDL-7)ppm, BDL, (BDL-20)ppm, and (BDL-60)ppm has found for nitrate, nitrite, phosphate, and sulphate respectively. Chloride was found in the range of (15-2900)ppm. Excess of chlorides have indentified in the seven samples named C1, C3, C4, C5, C6, C7, & C8 from industrial area (WHO 1993). But in non-industrial area, the values of chlorides for all the samples were not higher than the standard limit (WHO 1993) [Table II & III].In both areas, the concentration of trace metals has estimated in the range of (19.2 – 782.4)ppm for magnesium. Maximum concentration of magnesium was observed in C4 from CEPZ and minimum in H2 from Hathazari. Eight samples viz. C1, C3, C4, C5, C6, C7, C8 & H8 have crossed the permissible level of magnesium (WHO 1993). The concentrations of potassium have noted in the range of (2.64 – 61.27)ppm while the concentrations of calcium have found within the recommended limit (BDS 1240:2001). But according to WHO guidelines seven samples of potassium except C2 from CEPZ and one sample (H8) from Hathazari have exceeded the acceptable level (WHO 1993). The concentrations of manganese and iron from both areas have reported in the range of (BDL – 1.17)ppm and (BDL – 23.39)ppm respectively. The highest value of manganese has found in C1 and the lowest in both C2 & H2. Three samples named C1, C4 & C5 from industrial area have gone over the permissible limit of manganese (WHO 1993) as well as twelve samples from both areas have also shown the highest value of Iron than the standard level (BDS 1240:2001). On the other hand, nine metals like cobalt, nickel, copper, zinc, lead, cadmium, arsenic, mercury and chromium from industrial and non-industrial areas have shown the concentration within the recommended limit according to WHO standard value (WHO 1993) [Table IV & V] IV. Conclusions The quality of water is an important issue for utilization in domestic as well as drinking purposes. Many severe diseases occur in human body due to consumption of contaminated water. The present research has disclosed that the quality of ground water from industrial area is poorer than the non-industrial area. Because, the probability of the environmental pollution in industrial area is very high cause of discharging various hazardous substances such as chemicals, fertilizers, pesticides, gas, dyes etc. These toxic substances are assorted with soil and then mixed slowly with ground water. Thus, it is more essential to take perfect initiative for
  • 3. Comparison of ground water quality between CEPZ industrial area and Hathazari non …. DOI: 10.9790/5736-1003010105 www.iosrjournals.org 3 |Page treating of drinking water in this area. Moreover, the hazardous chemicals from different industries must be treated before discharging in the environment. Acknowledgement The authors are grateful to the authority of Bangladesh Council of Scientific and Industrial Research (BCSIR) for providing all the supports including machineries as well as their good co-operation during research works. The authors are also grateful to the professors of the Department of Physics, University of Chittagong for supervising in this study. Finally, the authors would like to express their grateful thanks to the inhabitants of both industrial and non-industrial region due to assist the collection of samples. References [1] Achakzai AKK, Bazai ZK, Afzal M and Hanif U (2014). Physicochemical status of drinking water of Quetta districts. American-Eurasian Journal of Toxicological Sciences, 6: 62–67 [2] Ahmed MJ, Haque MR and Rahman MM (2011). Physicochemical Assessment of surface and Groundwater Resources of Greater Noakhali District of Bangladesh. Internation Journal of Chemical science and Technology, 1: 1-10. [3] Craun GF, Calderon RL (1999). "Water-borne disease outbreaks: their causes, problems, and challenges to treatment barrier, AWWA manual M-48: water-borne pathogens", American Water Works Association, Denver, USA. [4] Haileslassie T and Gebremedhin K (2015). Hazards of heavy metal contamination in ground water. International Journal of Technology Enhancements and Emerging Engineering Research, 3: 1 – 6. [5] Kumar PJS and James EJ (2013). Physicochemical parameters and their sources in groundwater in the Thirupathur region, Tamil Nadu, South India. Appl Water Sci., 3: 219 – 228. [6] Kumar A, Zaiad GM, Awheda IM and Fartas FM (2014). Physico-chemical Analysis of Ground Water in Different Sites of Al-khums City, Libya. International Journal of Science and Research (IJSR). 3:2395-2398. [7] Mohod CV and Dhote J (2013). Review of heavy metals in drinking water and their effect on human health. International Journal of Innovative Research in Science, Engineering and Technology, 2: 2992 – 2996. [8] Rahman K (1992). Industrial Pollution and Control; for sustainable Development. In Training Manual on Environment Management in Bangladesh. DoE, Dhaka, 1992, pp184. [9] Salem HM, Eweida EA and Farag A (2000). Heavy metals in drinking water and their environmental impact on human health. ICEHM 2000, Cairo University, Egypt, pp542 – 556. [10] Sharma B, Pandey B and Paikara D (2014). Analysis of Physico-chemical characteristics of ground water. Indian J. Sci. Res. 9 : 154 – 157. [11] Shivasharanappa, Srinivas P and Huggi MS (2012). Study on the physico-chemical characteristics of ground water of Bidar City and its industrial area. International Journal of Applied Biology and Pharmaceutical Technology, 3: 359 – 367. [12] Tadiboyina R and Ptsrk PR (2016). Trace analysis of heavy metals in ground waters of Vijayawada Industrial Area. International Journal of Environmental & Science Education, 11: 3215 – 3229. [13] WHO (2011). Guidelines for drinking water quality world health organization, IV edn. WHO Geneva. [14] WHO (1993). Guideline for drinking water quality, Vol 2- Health criteria and other supporting information and Vol 3- Drinking water quality control in small community supplies. WHO Geneva. Table I: Summery of the sample (with geographical position) collected from the CEPZ and Hathazari. Sample ID Date of collection Geographical position Depth in Feet Latitude Longitude C1 31-10-2015 22˚17.235'N 91˚46.825'E 700 C2 31-10-2015 22˚16.754'N 91˚46.620'E WASA C3 31-10-2015 22˚16.717'N 91˚46.17'E 110 C4 31-10-2015 22˚16.716'N 91˚46.592'E 120 C5 31-10-2015 22˚16.681'N 91˚46.573'E 100 C6 31-10-2015 22˚17.92'N 91˚46.855'E 150 C7 31-10-2015 22˚17.737'N 91˚46.828'E 130 C8 31-10-2015 22˚17.798'N 91˚46.821'E 110 H1 03-11-2015 22˚47'1121''N 91˚79'3580''E 360 H2 03-11-2015 22˚47'6068''N 91˚81'2883''E 320 H3 03-11-2015 22˚46'1923''N 91˚ 81'6410''E 300 H4 03-11-2015 22˚46'7377''N 91˚81'6411''E 350 H5 03-11-2015 22˚45'7899''N 91˚81'3580''E 220 H6 03-11-2015 22˚44'7899''N 91˚81'5963''E 675 H7 03-11-2015 22˚44'5722''N 91˚81'5119''E 220 H8 03-11-2015 22˚77'2097''N 91˚57'5192''E 40 [C = Chittagong Export Processing Zone (CEPZ) Area, H = Hathazari Area]
  • 4. Comparison of ground water quality between CEPZ industrial area and Hathazari non …. DOI: 10.9790/5736-1003010105 www.iosrjournals.org 4 |Page Figure 1 Map showing sample collection points of CEPZ area (Industrial area). Figure 2 Map showing sample collection points of Hathazari (Non-industrial area). Table II: Physico-chemical parameters of ground water in industrial area (CEPZ). Parameters Units C1 C2 C3 C4 C5 C6 C7 C8 EC µS/cm 1230 240 7300 5250 3400 4650 2940 2620 pH 7.72 7.1 6.9 6.4 6.8 6.9 7.1 7 Turbidity NTU 35 1.13 36.5 367 115 70 9.78 42 TDS ppm 930 156 4821 3828 2358 3099.8 1706 1470 TSS ppm 40 26 81 15970 126 160.2 56 14 TS ppm 970 182 4902 19798 2484 3260 1762 1484 Total Hardness ppm 125 80 400 848 425 536 300 420 Total Alkalinity ppm 51.2 38.4 89.6 524.8 755.2 473.6 550.4 512 Nitrate ppm BDL BDL 7 4 5 6 2 BDL Nitrite ppm BDL BDL BDL BDL BDL BDL BDL BDL Phosphate ppm BDL BDL 20 BDL 3 12 17 18 Sulphate ppm BDL 5 25 10 50 ND 30 60 Chloride ppm 500 40 2900 1650 1200 1550 900 650 Table III: Physico-chemical parameters of ground water in non-industrial area (Hathazari). Parameters Units H1 H2 H3 H4 H5 H6 H7 H8 EC µS/cm 50 90 240 130 330 130 120 720 pH 5.3 6.2 6.1 5.7 6.1 5.7 6.3 7.3 Turbidity NTU 12.3 3.85 12.5 28.1 65.1 83.1 21.7 41.8 TDS ppm 32.5 58.5 156.5 90 215 85 78 468 TSS ppm 12.5 6 136 142 33 28 2 44 TS ppm 45 64.5 292.5 232 248 113 80 512 Total Hardness ppm 20 24.5 80 52 86 44 50 310 Total Alkalinity ppm 38.4 76.8 64 76.8 102.4 76.8 89.6 307.2 Nitrate ppm BDL BDL BDL BDL BDL BDL BDL 0.8 Nitrite ppm BDL BDL BDL BDL BDL BDL BDL BDL Phosphate ppm BDL BDL BDL BDL BDL BDL BDL 1 Sulphate ppm BDL BDL BDL BDL BDL BDL BDL BDL Chloride ppm 15 20 48 18 80 24 15 100 BDL = Below Detection Level
  • 5. Comparison of ground water quality between CEPZ industrial area and Hathazari non …. DOI: 10.9790/5736-1003010105 www.iosrjournals.org 5 |Page Table IV: Concentration of trace metals of ground water from industrial area (CEPZ) Metals Units C1 C2 C3 C4 C5 C6 C7 C8 Magnesium ppm 160.8 28.8 322.2 782.4 560.8 478.4 308 428 Potassium ppm 13.23 3.08 55.10 61.27 58.49 49.71 42.73 37.38 Calcium ppm 27.2 11.2 28.8 65.6 19.2 57.6 32 24 Manganese ppm 1.17 <0.01 0.08 0.93 0.81 0.33 0.04 0.05 Iron ppm 23.39 <0.01 2.07 15.22 2.02 0.27 1.21 0.42 Cobalt ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Nickel ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Copper ppm <0.01 <0.01 0.09 0.13 <0.01 <0.01 <0.01 <0.01 Zinc ppm 0.04 0.04 0.04 0.07 0.03 0.03 0.04 0.04 Lead ppm <0.01 <0.01 0.02 <0.01 <0.01 <0.01 <0.01 0.02 Cadmium ppm <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 <0.03 Arsenic ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Mercury ppm <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chromium ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Table V: Concentration of trace metals of ground water from non-industrial area (Hathazari). Metals Units H1 H2 H3 H4 H5 H6 H7 H8 Magnesium ppm 20.8 19.2 38.4 32 46.4 31.2 37.6 300 Potassium ppm 3.72 3.19 2.64 2.93 4.98 3.22 2.65 15 Calcium ppm 3.2 4.8 17.6 24 50 18 12.5 20 Manganese ppm 0.01 <0.01 0.13 0.08 0.29 0.25 0.01 0.34 Iron ppm <0.01 0.03 1.17 1.80 4.15 2.32 1.72 0.42 Cobalt ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Nickel ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Copper ppm <0.01 <0.01 <0.01 0.1 <0.01 0.09 <0.01 <0.01 Zinc ppm 0.04 0.03 0.05 0.04 0.04 0.07 0.04 <0.01 Lead ppm <0.01 <0.01 <0.01 0.01 0.02 0.01 <0.01 <0.01 Cadmium ppm <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 <0.003 Arsenic ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 Mercury ppm <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 <0.001 Chromium ppm <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 <0.01 ppm = parts per million.