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. 2018 Mar 6;18:40–46. doi: 10.1016/j.dib.2018.02.069

The concentration data of fluoride and health risk assessment in drinking water in the Ardakan city of Yazd province, Iran

Majid Mirzabeygi (Rad Fard) a,b,c, Mahmood Yousefi a, Hamed Soleimani a, Ali Akbar Mohammadi e, Amir Hossein Mahvi a,d, Abbas Abbasnia a,
PMCID: PMC5995802  PMID: 29896489

Abstract

According to the World Health Organization (WHO) reports, Iran is located in the global fluoride belts, so that is why carrying out extended research on this contaminant anion in water supplies must be considered. Due to the various industries in the Ardakan city, this region is severely suffering from fluoride contamination. This study was designed to investigate the fluoride concentration and its distribution pattern as well as related health risk assessment in groundwater resources of 28 villages of the Ardakan city in Yazd province using SPADNS method according to standard instructions. Our results show that, the average concentration of fluoride was 2.92 mg/l (range: 0.9–6 mg/l), also in half of the villages, the concentration range of this element was over than standard level (1.5 mg/l) given by WHO rules. In addition, risk assessment results showed that HQ value is higher than 1 in 46.4% of samples of groundwater resources in age groups of infants, children, teenagers and adults. Therefore, it is necessary to take measures to reduce fluoride concentration in drinking water in order to control resultant fluorosis. Actions should be implemented to enhance monitoring of fluoride levels to avoid the potential risk of high Fluoride concentration.

Keywords: Fluoride, Groundwater, Health risk, Ardakan, Iran

Specifications table

Subject area Water quality
More specific subject area Water fluoride
Type of data Tables, Figures
How data was acquired Analysis of all water samples were done according to the Standard Methods for Examination of Water and Wastewater. Anions and cations including magnesium, calcium, and chloride as well as temporary and permanent hardness were measured using titration method. Turbidity meter (model Hach 50161/co 150 model P2100Hach, USA) was used to analysis of electrical conductivity. Also, determining of fluoride, nitrate, and sulfate concentration in comparison with internal standards were done using Hach DR5000 spectrophotometer.
Data format Raw, Analyzed
Experimental factors All water samples were stored in polyethylene bottles in a dark place at room temperature until analysis.
Experimental features Determine the concentration levels of fluoride
Data source location Ardakan region, Yazd province. Iran
Data accessibility Data are included in this article

Value of the data

  • Based on health risk assessment, and data analysis we found that HQ amounts exceeded standard levels, and therefore defluoridation of drinking water could be recommended in subjected region.

  • In order to minimize of fluoride in point of use (POU) and point of entry (POE), urgent actions needed to be implement to address them is necessary.

  • The Iranian standard of fluoride in drinking water is based on the maximum annual temperature of the area because of temperature impact on water evaporation.

1. Data

Concentration of studied physicochemical parameters in the groundwater of the 28 villages and towns of the Ardakan region are summarized in Table 1 and Fig. 1. Also geological distribution of fluoride in the study area is also illustrated in Figs. 2 and 3 and also Fig. 3 comparison of fluoride concentration with 1053IR standard. In addition, the correlation between the all parameters is shown in Table 2.

Table 1.

Physico-chemical and statistically analyzed water quality parameters.

Village F Ca2+ Mg2+ Na2+ K+ NO3 NO2 SO42 Cl EC Fe Mn
(mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (mg/L) (μmhos/cm) (mg/L) (mg/L)
Ashtijeh 1 5.5 276 7.29 153.044 15 80 0.02 190 400 5370 0.02 0.01
Ashtije 2 5 132 43.74 221.158 10 32 0.02 190 475 4600 0.03 0.002
Khavas kuoh 1.6 66.8 39.609 169.008 12 52 0.01 185 230 1552 0.01 0.003
Malek kuoh 4 110 27.945 202.469 8.4 22 0.02 180 350 2300 0.01 0.003
Fakhr abad 5 156 63.18 167.319 12 80 0.02 175 425 4500 0.02 0.002
Sarsofla 4.8 132 102.1 145.276 15 40 0.02 190 500 4000 0.02 0.003
Chah shahi 4.4 120.8 31.104 257.853 11 27.2 0.01 195 475 2820 0.02 0.005
Zerjou 1.2 91.2 17.496 152.571 4.9 28.4 0.02 190 220 1540 0.03 0.003
Oghda(Qanat) 5.6 114.8 49.329 198.164 5.3 31.6 0.02 200 400 3150 0.03 0.002
Shams abad 5.1 200 87.48 499.014 10 36 0.01 175 475 4530 0.02 0.003
Sefid kuoh 5.6 304 46.17 106.226 13 39.2 0.05 430 375 4810 0.05 0.003
Haftadar 5 180 72.9 337.246 5 34.8 0.06 280 300 4080 0.09 0.003
zerjou(Qanat) 6 160 58.32 216.036 15 16 0.03 620 220 4700 0.05 0.005
Oghda 2 1 40 14.58 216.237 5 17.2 0.03 175 225 1500 0.02 0.001
Saghand 1.3 112 42.525 512.097 14 18 0.02 740 195 5000 0.06 0.007
Robat posht bam 4.6 49.2 19.926 150.588 3.1 20.4 0.03 148 155 1230 0.02 0.003
Maghestan 1.3 50 25.515 421.049 2.4 20 0.02 70 76 650 0.03 0.002
Diuok 1.1 76 38.88 218.974 5.8 28.8 0.03 195 250 2900 0.02 0.001
Robat 4.7 68 85.05 556.875 4.9 13.6 0.02 190 200 2600 0.06 0.004
Maghestan2 1.3 116 38.88 145.939 5.2 10 0.01 190 300 2680 0.02 0.003
Tuot 1.5 36 17.496 101.451 3.5 18.5 0.06 90 100 520 0.01 0.002
Kharanegh 0.9 72 75.33 963.195 3.1 17.1 0.02 195 150 4800 0.01 0.001
Tork abad 1 1 60 87.48 945.936 4 10.5 0.04 200 210 4000 0.03 0.007
Tork abad 2 0.9 52 89.91 142.56 3.6 12 0.01 185 300 2890 0.04 0.001
Tork abad 3 1.3 46 8.019 249.579 3 30 0.03 170 250 2500 0.03 0.001
Haji abad 1.2 29.6 5.346 512.962 3.6 12.5 0.01 70 45 500 0.05 0.001
Hamane 0.2 52 21.87 273.723 5.1 20.1 0.01 200 350 2410 0.02 0.002
Haji abad zarin 1 92 41.31 192.324 3.5 22 0.02 210 340 2450 0.01 0.003
Mean 2.9 106.9 44.96 164.87 7.37 28.2 0.02 222.4 285 3020.79 0.03 0.003
Max 6 304 102.1 512.1 15 80 0.06 740 500 5370 0.09 0.01
Min 0.2 29.6 5 34 2.4 10 0.01 70 45 500 0.01 0.001
S.D 2 68.87 28.33 96.62 4.35 17.8 0.01 144.8 126 1473.12 0.02 0

Fig. 1.

Fig. 1

Groundwater water sampling sites in Ardakan.

Fig. 2.

Fig. 2

Geological distribution of fluoride in study area.

Fig. 3.

Fig. 3

Comparison of fluoride concentration with 1053IR standard.

Table 2.

Pearson's correlation coefficient.

F Ca2+ Mg2+ Na+ K NO3 NO2 SO42 Cl EC Fe Mn
F 1
Ca2+ 0.711** 1
Mg2+ 0.266 0.181 1
Na+ −0.157 −0.062 −0.27 1
K+ 0.585** 0.695** 0.173 0.351 1
NO3 0.478* 0.6** −0.038 −0.017 0.577** 1
NO2 0.153 0.175 0.006 −0.221 -0.114 −0.024 1
SO4 0.206 0.387* 0.168 0.59** 0.559 −0.066 0.152 1
Cl 0.554** 0.6** 0.316 0.172 0.548** 0.507** −0.225 0.043 1
EC 0.498** 0.724** 0.521** 0.205 0.628** 0.399* 0.055 0.565** 0.563 1
Fe 0.252 0.225 0.239 −0.069 0.057 −0.158 0.341 0.481** −0.162 0.239 1
Mn 0.309 0.476* 0.037 0.222 0.536** 0.277 0.028 0.432* 0.163 0.468* 0.149 1
**

Correlation is significant at the 0.01 level (2-tailed).

*

Correlation is significant at the 0.05 level (2-tailed).

Fluoride exposure levels for different rural population was observed in four age groups as Fig. 4. Also, the HQ value for young groups was higher than 1 in Fig. 5.

Fig. 4.

Fig. 4

Fluoride exposure levels for different regions of Ardakan city over four age groups (infants, children, teenager and adults).

Fig. 5.

Fig. 5

Hazard quotient value for different regions of Ardakan city over four age groups (infants, children, teenager and adults).

2. Experimental design, materials and methods

2.1. Study area description

This study was conducted during September and December 2015 in Ardakan city of Yazd province (Fig. 1). Based on the Demographic Information of Iran, this city is populated with almost 77,758 with an area of 23,806 square kilometers that is located in 64 km North West of Yazd province. Ardakan city has a dry climate with an average temperature of 32.5 °C, an average annual rainfall of 58 mm and 2270 mm evaporation annually. Existence of mentioned industries plays a significant role in water contamination of this region via fluoride.

2.2. Determination of the water fluoride concentration

The samples were collected from drinking groundwater resources including wells and aqueducts from 28 villages of the city. A total of 112 samples were collected every four seasons over year from September- December 2015.

All water samples were analyzed according to the Standard Methods for Examination of Water and Wastewater. Also using titration method, temporary and permanent hardness, magnesium, calcium, and chloride were measured. Electrical conductivity was also analyzed with turbidity meter (model Hach 50161/co 150 model P2100Hach, USA). On the other hand, using Hach DR5000 spectrophotometer nitrate, and sulfate were determined compared with internal standards. Sampling was conducted with one‑liter polyethylene bottles which were immersed in nitric acid for 24 h then washed with 10 percent HCL and finally washed with distilled water. It has to be mentioned that before the collection of the samples, sampling containers had been rinsed at least three times with water. Fluoride concentration of collected samples was determined using SPADNS method according to Standard instruction [1], [2], [3], [4], [5], [6], [7], [8], [9], [10]. Then we assessed the fluoride concentration using Spectrophotometer (DR/5000, USA). Pearson's correlation coefficient was used for comparisons of association between all physicochemical parameters and data analysis was done using Excel 2016 software.

3. Risk assessment of fluoride

In order to understand the probability of adverse health effects it is beneficial to assess the health related risk of chemicals in contaminated water. Risk assessment is often the first step in safeguarding safety and health. In present study we used empirical models proposed by USEPA (1989) to estimate the non-carcinogenic effects of subjected contaminants [11], [12], [13], [14], [15], [16]. So, we quantitatively assessed the health related risk of fluoride through drinking water consumption in villages of Ardakan city, Yazd Province. Tap water samples were collected from different villages to meet the requirements of our study. In accord with same study (Mahmood Yousefi et al.) we divided population into four age groups based on physiological and behavioral differences including: infants (less than 2 years), children (2 to <6 years), teenagers (6 to <16 years) and adults (≥ 16 years). Also using following equation, the daily exposure dose of fluoride through water ingestion was measured [15]:

EDI=Cf×CdBw (1)

Estimated Daily Intake (EDI) of fluoride is calculated based on the daily average consumption of drinking water (Cd), concentration of fluoride in drinking water (Cf) and body weight (Bw). EDI is expressed in unit of milligrams per kilogram of bodyweight per day. The data of water consumption and body weight were gathered via a questionnaire that was asked of the target groups (infants, children, teenager and adults). The average water consumption rates in infants (0–2 years old), children (2–6 years old), teenagers (6–16 years old) and adults (≥16 years old) were 0.08, 0.85, 2 and 2.5 L day−1, respectively. Body weight of target groups was considered 10, 15, 50 and 78 kg, respectively.

Hazard Quotient (HQ) means the ratio of a single substance exposure level (dose or concentration) over a specified period of time to the RfD or RfC derived for the same period of time for the same substance. A ratio larger than unity suggests that the concentration of the chemical is high enough to cause chronic noncarcinogenic effects.

Hazard quotient (HQ), an estimate of non-carcinogenic risks from exposure to fluoride through different exposure route, was calculated using following equation. Hazard quotient (HQ) is calculated by dividing the estimated daily intake (EDI) by the safe dose (RfD) [Eq. (2)]; in present study, we represent the fluoride intake risk from drinking water by HQ [16], [17], [18]:

HQ=EDIRfD (2)

The reference dose (RfD), is an estimate of a daily exposure to the human population over a lifetime without a considerable risk of deleterious effects. According to the Integrated Risk Information System, USEPA (USEPA, IRIS U), the oral reference doses of fluoride is 0.06 mg kg−1 d−1 [15], [16]. As it is mentioned previously, the HQ is the ratio between the EDI and RfD and HQ value less than one indicates that even for sensitive populations it is unlikely to experience adverse health effects. Whereas, when the value of HQ is exceeded 1, it well be understood that the adverse health effects are possible and the non-carcinogenic risk excesses the acceptable level.

Acknowledgements

The authors want to thank authorities of Tehran University of Medical Sciences for their comprehensives support for this study.

Footnotes

Transparency document

Supplementary data associated with this article can be found in the online version at doi:10.1016/j.dib.2018.02.069.

Transparency document. Supplementary material

Supplementary material

mmc1.docx (11.5KB, docx)

.

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