Title Science and Technology Indonesia e-ISSN:2580-4391 p-ISSN:2580-4405 Vol. 7, No. 3, July 2022 Research Paper Validation of Mercury Speciation Analysis in River Around Artisanal Small-Scale Gold Mining Area in West Nusa Tenggara, Indonesia Dhony Hermanto1*, Nurul Ismillayli1, Nindi Herdiyanti1, Siti Raudhatul Kamali1,2, Soraya Aulia3 1Department of Chemistry, Faculty of Mathematics and Natural Sciences, University of Mataram, Mataram, 83125, Indonesia2Department of Applied Chemistry, Chaoyang University of Technology, Wufeng, 41349, Republic of China3Laboratory Center of Health Testing and Calibration, West Nusa Tenggara Provincial Health Office, Mataram, 83121, Indonesia *Corresponding author: dhony.hermanto@unram.ac.id AbstractA method for determining mercury concentration using a mercury analyzer in a river water sample was validated according toISO/IEC 17025. Analytical performance including linear range, limit of detection, precision and accuracy were evaluated. Mercuryspeciation profile was obtained from Pelangan River at three areas within Dusun Rambut Petung, an area with the highest amount ofartisanal small-scale gold mining (ASGM) in Lombok, West Nusa Tenggara. Then, their concentration in each species was measuredusing sequential extraction. Good curve linearity was obtained in the concentration range of 0.1-5.0 µg/L and the limit of detectionwas 0.014 µg/L. The developed method has good precision and accuracy with a RSD value <10% and a recovery of 94.16-101.91%.The detected fraction of mercury in the Pelangan river is organomercury, elemental mercury, and sulfide-bound species with eachconcentration of 0.732±0.032; 0.350±0.027; and 0.850±0.027 µg/L, respectively. The measurement results showed conformitywith the reference method using CV-AAS. Therefore, this method can be applied to determine mercury levels in water for monitoringenvironmental quality. KeywordsValidation, Mercury Analyzer, Mercury Speciation, the Pelangan River, Rambut Petung District Received: 24 August 2021, Accepted: 12 July 2022 https://doi.org/10.26554/sti.2022.7.3.379-384 1. INTRODUCTION Gold as a mineral resource with a very high economic value is available in plentiful supply in Sekotong District, Lombok Island, Indonesia. It has led to rampant mining activities, espe- cially ASGM which began in mid-2008 until now (Krisnayanti et al., 2016). ASGM is carried out by people in the Sekotong area using the amalgamation method, which is a traditional method of separating gold from the rock using mercury, a very toxic and dangerous chemical (Brooks et al., 2017; Spiegel et al., 2018). It is estimated that between 410 and 1400 tonnes of mercury are emitted worldwide through ASGM each year, equivalent to 37% of global mercury emissions from anthro- pogenic source (Esdaile and Chalker, 2018; Seccatore et al., 2014). Hence, monitoring mercury from gold mining waste is an important issue that needs serious handling. Mercury is a pollutant that has received the most attention becauseof itshigh toxicityandpersistenceandaccumulativebe- havior in the environment. Considering thatmercuryisvolatile in metalic Hg0 form, can transport through the atmosphere at considerable distances. Mercury also exist as organo-Hg that can bioaccumulate in organisms (UNEP, 2013). Mercury in the environment exists in dierent molecular forms accord- ing to specic biogeochemical transformations and ecotoxicity. Inorganic ionic mercury (Hg2+) is a common form/species found in water samples (Hermanto et al., 2019; Hermanto et al., 2022). Particular attention is given to mercury which undergoes a natural transformation called organomercurycom- pounds (Hrubaru et al., 2018), including the in-situ formation of methylmercury (MeHg) and dimethylmercury (Me2Hg). Although it usually represents a small portion of total mercury (HgTOT) in aquatic environments, methylmercury is highly toxic due to its tendency to bioaccumulate and biomagnify in the aquatic food chains (Živković et al., 2017; Omwoma et al., 2017). Determination of HgTOT concentration is not sucient to understand its presence in the environment (Spy- ropoulou et al., 2018), each species has dierent mobility and aect its availability, as well as its toxicity. According to The International Union of Pure and Applied Chemistry (IUPAC), speciation analysis is an analytical activity for the identica- tion and measurement of one or several individual chemical forms of an element including mercury (Stoichev et al., 2006; https://crossmark.crossref.org/dialog/?doi=10.26554/sti.2022.7.3.379-384&domain=pdf https://doi.org/10.26554/sti.2022.7.3.379-384 Hermanto et. al. Science and Technology Indonesia, 7 (2022) 379-384 Templeton et al., 2000). Validation of analytical methods as a crucial step of quality assurance is needed to obtain reliable results in quantitative analysis (Eka et al., 2012). Based on ISO/IEC (2017), the validation of the analytical method intends to assure that the method meets the acceptance criteria. Reference method for the determination of mercury in the water sample by cold vapor-atomic absorption spectrometry (CV-AAS), is recom- mended by (EPA, 1994; Kallithrakas-Kontos and Foteinis, 2016). Until now, the application of a mercury analyzer for the species mercury quantication in aquatic samples has not been reported. The Pelangan River is one of the rivers that ow in Sekotong used for irrigation and it passes Dusun Rambut Petung. Aquatic samples were obtained from the Pelangan River in Dusun Rambut Petung Sekotong-Lombok. This area was chosen because it is the most plentiful area of ASGM, with more than 900 ball mills for crushing gold ores. Hence, it is essential to assure its quality control including the level of mercury. Developing and validating a mercury analyzer for the quantication of species mercury in Pelangan River, Dusun Rambut Petung Sekotong-Lombok Island, was conducted in this study. 2. EXPERIMENTAL SECTION 2.1 Materials and Instrument The sample was Pelangan river water that was collected based on the sampling technique criteria. Mercury standard solution (1000 mg/L) was purchased from Sigma Aldrich (Steinheim, Switzerland). The rest of the reagent was obtained from Merck (Darmstadt, Germany) with a pro analyst grade classication. Distilled and deionized water were used as solvents. All glass- ware used in this study was soaked in a detergent solution, then rinsed with distilled water. Mercury Instrument® Analytik Jena Mercur Duo and Mer- cur Duo Plus (Jena, Germany) based on atomic absorption without enrichment was used for mercury determination. The instrument was operated via WinAAS for Mercur. The instru- ment was equipped with Hg low-pressure lamp UVU5 with beaker electrode, detector Photomultiplier (PMT) 1P28 with 9-stage. The measurement wavelength was 253.7 nm, the airow was set at 10 L/h and the sensitivity of the analytical balance was 0.1 mg. 2.2 Sample Station The study was located in the Pelangan river, Dusun Rambut Petung, in Sekotong district, Lombok Island in the latitude be- tween 8°48’37" to 8°49’4"S and longitude between 115°56’40" to 115°57’36"E. The river that crosses this village has a length of about 2.2 km and a width of 3.5 m with an average depth of the river is 1.5 m. Water samples were collected from three sampling stations. The stations are selected depending on the estimated water quality and pollution levels when observing the study area. Station 1 was in the direction of the upstream river, station 2 was in the mining waste disposal location and station 3 is in the downstream direction. Water samples were collected from 3 sampling stations during the period in April 2021 (in the rainy season with a river ow speed of 10 ms−1). 2.3 Sample Collection For sampling, 500 mL of water sample was placed in a plastic bottle with a double plug from each sampling station. Before taking samples, the bottles were cleaned and washed with a de- tergent solution then rinsed with 5% HNO3 and left overnight. The bottles were nally rinsed with deionized water and dried. At each sampling station, sample bottles were rinsed at least three times before sampling. The prepared sample bottles were immersed about 10 cm below the surface of the water. The sample was acidied with 10% HNO3, then the bottles were carefully sealed, marked with their respective identication numbers, placed in an ice bath, and taken to the laboratory. Samples were ltered through a 0.45 `m micropore mem- brane lter and frozen at 4°C for preservation and avoiding further contamination until the analysis process was carried out. 2.4 River Water Analysis The standard curve for mercury solution was made in various mercuryconcentration, namely0.1; 0.5; 1.0; 2.5and5.0 `g/L. A blank solution was prepared by mixing the standard reagent for 100 mL of sample (consisting of 1000 `L KBr-KBrO3 and 50 `L hydroxylamine hydrochloride 12%) and dd water up to a volume of 100 mL. Variation of mercury concentration was obtained by mixing some mercury stock solutions with standard reagent and diluted with dd water according to the required concentration. Determination of the total mercury concentration in river water samples was carried out according to the research method conducted by Gill and Bruland (1990), which was obtained by mixing 50 mL of the sample with 10 mLof 4% NaBH4 solution (w/v) in 0.15 N NaOH, then adding a standard reagent solution. All solutions were measured for absorbance with a mercury analyzer at a wavelength of 253.7 nm and the repetition was carried out 3 times. 2.5 Validation Method The validation method was carried out by assessing several analytical numbers based on the international conventions on the analytical method (Magnusson, 2014; ICH, 1994), such as linearity and dynamic range, sensitivity expressed by detection limits (LOD), and quantitation limits (LOQ), precision, accu- racy and performance tests compared to reference methods recommended by EPA methods 245.1 for the determination of mercury in the water sample, namely CV-AAS (EPA, 1994; Kallithrakas-Kontos and Foteinis, 2016). The performance test was carried out for the determination of HgTOT in aquatic samples. 2.6 Mercury Speciation Determination of the concentration of Hg metal speciation using a stepwise extraction method was conducted based on the research method by Boszke et al. (2008). Before the mea- surement, standard reagent and solution were added to each © 2022 The Authors. Page 380 of 384 Hermanto et. al. Science and Technology Indonesia, 7 (2022) 379-384 fraction and the absorbance of each fraction was measured using a mercury analyzer at a wavelength of 253.7 nm. Fraction 1 was the organomercury fraction that was ob- tained by adding 50 mL of river water sample with 30 mL CHCl3 and shaking for 3 min. Furthermore, the sample mix- ture was centrifuged at 3000 rpm for 15 min and the results were decanted. The organic phase was extracted again using 10 mL of 0.01 M Na2S2O3 for 3 min, then it was separated. The upper phase (sodium thiosulfate) was added with the mea- suring agent. Fraction 2 was water-soluble. The water phase from Fraction 1 was ltered with a lter membrane then put in a test tube and added with the measuring agent. Fraction 3 was acid-soluble. It was obtained by adding 50 mL of river water sample with 25 mL of 0.5 M HCl and centrifuging at 3000 rpm for 15 min. The result was ltered with a lter membrane then put into a test tube and the measuring agent was added. Fraction 4 is the associated fraction in humic material, this was obtained by adding 50 mL of river water sample with 30 mL of 0.2 M NaOH and centrifuging at 3000 rpm for 15 min. The result was ltered with a lter membrane then put into a test tube and the measuring agent was added. Fraction 5 was an elemental mercury fraction that was obtained by digesting 50 mL of river water sample with 12 mL of 37% HCl and 4 mL of 65% HNO3. The mixture was put into a test tube and the measuring agent was added. Fraction 6 was the residual fraction, it was obtained by heating 50 mL of river water at 150°C for 30 min and digested using 12 mL of 37% HCl and 4 mL of 65% HNO3. The mixture was put into a test tube and the measuring agent was added. 3. RESULTS AND DISCUSSION To evaluate the validity of the proposed method, the analytical performance characteristics for the determination of mercury in aqueous samples were estimated. Some of the analytical performance characteristics were determined by a calibration curve, as shown in Figure 1. The rst evaluation of the an- alytical performance characteristic is the linear range. The linearity of the response was studied using a calibration curve for a standard solution of mercury by plotting the absorbance against the mercury concentration. Figure 1 shows a plot of the calibration curve between mer- cury concentration and absorbance measured at a wavelength of 253.7 nm. Good curve linearity is obtained, with a corre- lation coecient, R2=0.9998(r»1) in the mercury concentra- tion range between 0.0 to 5.0 `g/L. According to Magnusson (2014), the analytical characteristic is linear over a given con- centration range if R2 obtained is higher than 0.995. The LOD is the lowest detectable concentration of the analyte and is reliably distinguished from zero concentration, it should not be measured. While, the LOQ is the lowest concentration of analyte that can be quantized with an accept- able level of precision (González and Herrador, 2007). In determining LOD and LOQ, the sample blank solution was measured. LOD and LOQ were calculated as 3×3STDEV/b and 10STDEV/b, respectively, where STDEV is the standard Figure 1. The Calibration Plot of Hg Masurement deviation of the analyte response and b is the slope of the cali- bration curve (Figure 1) (Magnusson, 2014). In this proposed method, the LOD and LOQ are 0.014 g/L and 0.016 g/L, re- spectively, found to be more sensitive than conventional atomic absorption spectroscopy for the determination of mercury with an LOD of 0.12 g/L (Hartwig et al., 2019). In this study, precision was measured as the relative stan- dard deviation (RSD) of mercury concentration. The accuracy of the mercury analysis shows that the response of the mer- cury standard solution is always reproducible, including errors due to the operating system, but not errors due to handling and sample preparation (Ertas and Tezel, 2004). To assess the accuracy of the analytical method, measurements were made in a repeatable condition. In Figure 1, it can be seen that the RSD of mercury analysis is less than 10%. The maximum acceptable RSD value is 32% (for analyte concentration <10.0 `g/L), hence the precision of the proposed method is excellent (González and Herrador, 2007). Table 1. Accuracy Studies Data for Mercury Analyzer Spiked analyte concentration (`g/L) Found analyte concentration (`g/L) STDEV RSD (%) Recovery (%) 2.0 2.01 0.03 1.49 95.62 3.0 2.83 0.05 1.77 94.16 4.0 3.95 0.03 0.76 101.9 Recovery study was carried out to conrm deciency or loss of analytes or contamination during sample preparations and matrix disturbances during measurement. This parameter is used to evaluate the accuracy of the analytical method (Er- tas and Tezel, 2004). Recovery is determined by the spiking technique, the concentration of the known mercury solution is added to the sample, then the resulting spike is measured, cal- culated, and compared with the added mercury solution (con- centration is known). All analytical steps were carried out in three replications with three dierent levels of mercuryconcen- tration. The recovery values are in the range 94.16-101.91% © 2022 The Authors. Page 381 of 384 Hermanto et. al. Science and Technology Indonesia, 7 (2022) 379-384 (Table1), is acceptablebecause it is in therangeof60-115%(for analyte concentration <10.0 `g/L) (Taverniers et al., 2004). Hence, the method developed is accurate for calculating mer- cury samples in the aqueous system. The performance of the mercury analyzer was evaluated in the analysis of aquatic samples. The standard addition method was used by spiking dierent amounts of mercury into the sample. The results of the determination are summarized in Table 2. Statistical analysis using ANOVA showed that each station has real dierent results, Fstat > Fcrit (Fstat=41.421, Fcrit=9.552), Pvalue<0.05 (0.006), means that H0 is rejected. While, statistical analysis for mercury analyser and CV-AAS comparisonobtainedthatFstat 0.05, means that H0 is accepted (there is no signicant dierent between mercury analyzer and CV-AAS measure- ment results). The results indicated that the developed mercury analyzer has very good characteristics for the determination of mercury in the aquatic sample. The results shown in Table 2 were based on the reference method using CV-AAS. Determination of the concentration of various types of mer- cury species and their availability in river water (in station 2, mining waste disposal site) can be done simply by sequential extraction. It can provide detailed information about the ori- gin, stages of events, possible biological and physicochemical preparations, movement and displacement of metals as well as partition metal particulates in the environment (Boszke et al., 2008). In this study, there were six stages of sequential extrac- tion to determine the various fractions of mercury in various types of speciation including the organomercury fraction, the water-soluble fraction, the acid-soluble fraction, the mercury fraction bound to the humus material, the elemental mercury fraction, and the mercury fraction bound to suldes. Result for determination of mercury speciation in the Pelangan river, Rambut Petung, Sekotong, Lombok Island as shown in Figure 2. Figure 2. Mercury Speciation in the Pelangan River, Rambut Petung Sekotong In the organomercury fraction, mercury compounds are bonded directly to the carbon atoms of organic matter (e.g. CH3Hg). This species has a higher toxicity than inorganic mercury species and is the most easily displaced so that it is easier to accumulate in living things than other heavy metals. Its ability in forming strong binding with sulfhydryl proteins, encourage this fraction accumulated in the tissue of a living organism. In the extraction stage, chloroform, an organic sol- vent, and nonpolar were used to extract the organomercury fraction. The selective method of organomercury extraction was the pre-concentration process, where the obtained extract in organic solvents was extracted again using sodium thiosulfate to obtain the concentration of this species (Boszke et al., 2008). Methylmercury, methyl group bonded to mercury(II), is one of the organomercury may undergo complexation reaction with thiosulphate ion (Lu et al., 2014), according to the chemical reaction Equation 1. H3C − Hg+ + 2(S2O3)2− → Hg(S2O3)22− + −CH3 (1) Sodium thiosulfate is an excellent chelating ligand to bind mercury, where thiosulfate has a sulde group that has a tends to bind strongly to mercury. The contribution of organomer- cury species to the total mercury concentration in this study showed a level of 0.732±0.032 `g/L, as shown in Figure 2. The contribution value of this species was the second-highest in mercury speciation compared to other fractions. Due to its toxicity and bioaccumulation in living things, serious attention is needed on this issue. The water-soluble fraction of mercury is a species that is easily moved due to its solubility in water. Usually, mercury is not a water-soluble ionic species but it is a species bound to organic matter (without carbon-Hg bonds) or suspended mineral particles. The contribution of water-soluble mercury species to the total concentration of mercury in this study is not detected, as shown in Figure 2. The undetectable mer- cury metal was probably caused by slow river ow that cause a methylation process, in which mercury(II) methylation process was caused by sulfate-reducing bacteria under anoxic condi- tions. In addition, mercury(II) could be bound to hydroxides, chlorides, and suldes found in river water, then coagulated and was precipitated. The contribution value of this species showed that it has high mobility so that it is not detected in the water phase (Balogh et al., 2008). Acid-soluble fraction is dened as mercury species released under acidic conditions and sensitive to pH changes of river water. Commonly, mercury is bound to iron monosulde, iron and manganese hydroxide, and carbonate. These compounds can include species that are bound to organic matter and ad- sorbed on mineral surfaces (Boszke et al., 2008). As shown in Figure 2, the contribution of this mercury species in this study is not detected, which indicated that this species was not found in the dissolved water phase or its concentration is lower than LOD (0.014 `g/L). © 2022 The Authors. Page 382 of 384 Hermanto et. al. Science and Technology Indonesia, 7 (2022) 379-384 Table 2. Determination of Mercury in Aquatic Samples Using Mercury Analyzer and CV-AAS Sample Found Mercury concentration (`g/L) Relative Error by mercury analyzer by CV-AAS (%) Station 1 (8°48’37"S,115°56’40E) 0.95 0.83 0.126 Station 2 (8°48’50"S,115°56’48E) 1.571 1.452 0.082 Station 3 (8°49’4"S,115°57’36E) 1.28 1.29 0.008 Notes: average triplicate of measurements The fraction associated with humus material is in the form of organic material/humus substances such as humin, humus acid, and fulvic acid which are important components of sedi- ment and soil. Humic acid does not dissolve at acidic pH but dissolves at alkaline pH conditions, fulvic acid dissolves in wa- ter at all pH conditions, while humin does not dissolve under acidic or alkaline conditions (Sparks, 2003). Under certain conditions, the humus substance plays a role in metal bonds. Organic mercury is mercury in the form of a complex mer- cury(II) with ligands such as humus, fulvic acid, amino acids (without Hg-carbon bonds). Mercury is bound to organic ma- terial with the thiol (R-SH), disulde (R-SSR), or disulfane (R-SSH) functional groups (Boszke et al., 2008). On the water surface, the humic content is expressed as dissolved organic carbon (DOC). Humic acid does not dissolve at pH<2 but it dissolves in alkaline conditions so that in this fraction an al- kaline process is carried out by adding NaOH to determine the Hg bound to humic acid. In general, the organic ligands in humus material in the form of humic acid and fulvic acid are slightly acidic because the metal easily binds to the acidic humus material. The contribution of mercury species bound to humus material to the total concentration of mercury in this study is not detected (LOD of 0.014 `g/L), as shown in Figure 2. It was possible that the humus material bind to other organic matter or clay then settles on the bottom of the river so that it was not found in the sample. In the elemental fraction, mercury is a species of mercury in the form of pure metal mercury (Hg) which is easily volatile. The use of aqua regia (a mixture of HNO3 and HCl) as a strong oxidizercausesmercurytobeoxidized toHg2+ according to the reaction Equation 2. The contribution of elemental mercury species to the total mercury concentration in this study showed levels of 0.350±0.027 `g/L, as shown in Figure 2. Hg+HNO3 +3HCL → Hg2+ +Cl2 +NOCl+2H2O (2) The fraction bound to the sulde is a non-mobile fraction. In this fraction, the sample was digested by heating to remove disturbing substances from other organic materials. Then it is oxidized using aqua regia to obtain HgCl2 (Mikac et al., 2002) according to Equations 3 and 4. HNO3 + 3HCl → NOCl + Cl2 + 2H2O (3) HgS + Cl2 → HgCl2 + S (4) The contribution of sulde-bound species to the total con- centrationofmercuryin this studyshowedlevelsof0.850±0.0- 27 `g/L, as shown in Figure 2. The nature of mercury sul- de which is stable and dicult to dissolve in water also allows the greatest concentration value obtained compared to metal mercury and organomercury. The total mercury concentration calculated as the sum of the mercury concentration in individ- ual fractions by stepwise extraction obtained in this study was 1.57±0.014 `g/L. 4. CONCLUSION Amethod validation on mercuryanalyzer formercurydetermi- nation followed by sequential extraction for mercury speciation was conducted in Pelangan River, Rambut Petung District. The result showed low LOD of 0.014 `g/L, good linear range concentration of 0.0-5.0 `g/L, good precision, and accuracy with RSD <10%, and recovery of 94.6-101.91%. There were three forms of mercury detected, namely organomercury of 0.732±0.032 `g/L, elemental mercury of 0.350±0.027 `g/L, and sulde-bound mercury of 0.850±0.027 `g/L. The agree- ment of measurement result between the developed method and CV-AAS as a reference method indicated that this method can be used for mercury determination. 5. ACKNOWLEDGMENT This research did not receive any specic grant from funding agencies in the public, commercial, or not-for-prot sectors. REFERENCES Balogh, S. J., E. B. Swain, and Y. H. Nollet (2008). Char- acteristics of Mercury Speciation in Minnesota Rivers and Streams. 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Page 384 of 384 INTRODUCTION EXPERIMENTAL SECTION Materials and Instrument Sample Station Sample Collection River Water Analysis Validation Method Mercury Speciation RESULTS AND DISCUSSION CONCLUSION ACKNOWLEDGMENT