The effectiveness of platinum electrode measurements for determining the redox potential (Eh) of acidic river water in volcanic regions has not been explored to date. We measured water temperature, pH, electric conductivity, dissolved oxygen, oxidation-reduction potential, and Fe2+ in the acidic rivers Ohaka and Koaka around Mutsu Hiuchi Dake Volcano in situ and collected samples to analyze F, Cl, NO3, SO42−, HCO3, Na+, NH4+, K+, Mg2+, Ca2+, Fe, Mn, Cu, Zn, Ni, Al, and dissolved organic carbon concentrations. Additionally, we compared the calculated Eh for Fe3+/Fe2+, O2/H2O, NO3/NH4+ and redox couples using the WATEQ4f.dat database with the measured Eh in the acidic rivers. In Ohaka River, the difference between the calculated and measured Eh at Fe2+ and Fe3+ concentrations exceeding ∼0.56 mg/L (∼10−5 mol/L) was within ±12 mV for one of our four sampling campaigns and within ±10 mV for the other three campaigns. If the calculated minus measured Eh was within ±10 mV, the difference between the calculated and measured Fe2+ concentrations was within ±10%. These data indicate the effectiveness of Eh values as a monitoring technique of acidic river water in volcanic regions that contain 10–5 mol/L (∼0.56 mg/L) or more redox species.

  • Eh values were measured in the Ohaka and Koaka rivers around the Mutsu Hiuchi Dake volcano using the platinum electrode.

  • Measured Eh values were controlled by the Fe3+/Fe2+ redox couple based on the WATEQ4f.dat database.

  • The platinum electrode measurement for determining the Eh values of acidic river water in volcanic areas as a monitoring technique is effective.

Various anthropogenic factors can affect the water quality of streams and rivers. Bieroza et al. (2023) highlighted the importance of high-frequency water quality measurements to improve the database for water quality management. Although high-frequency water quality monitoring is designed for measuring specific parameters (, pH, DO, and temperature), they typically do not include Eh values. A possible reason for the exclusion of redox potential (Eh) values is likely the fact that it remains unknown which chemical species control those values. The Eh value in dilute natural waters is believed to have limited significance and cannot be used for quantitative modeling of the transport properties of redox-sensitive species from bulk analysis (Stefánsson et al. 2005). However, Linnik et al. (2023) reported the importance of Eh values as an essential characteristic for evaluating the chemical and biological status of surface water bodies. Additionally, in acid mine water, high concentrations of Fe2+ and Fe3+ control the Eh values, making it usable for measuring the redox potential using WATEQ2, a computerized ion association model (Nordstrom et al. 1979). Nordstrom et al. (1979) used platinum electrodes to measure the redox potential and Macalady et al. (1990) reported that lab and field Eh measurements using Pt or wax-impregnated-graphite electrodes can provide Nernstian potentials in the presence of measurable Fe2+ at pH as high as 6.6. Kumar & Riyazuddin (2012) indicated that 41% of the Eh values calculated from the Fe3+/Fe2+ redox couple agree with measured Eh values within ±30 mV, which represents the uncertainty of Pt-electrode measurements in shallow groundwater. These findings indicate the importance of using platinum electrodes to measure the redox potential in acidic rivers or streams occurring in volcanic regions. However, such studies are limited. Moreover, the calculated Fe2+ and measured Fe2+ concentrations in acidic rivers have seldom been compared. Therefore, the present study aimed to compare the Eh values calculated from Fe3+/Fe2+ ratios with those obtained from electrode measurements in acidic river waters of the Ohaka and Koaka rivers flowing through the Mutsu Hiuchi Dake volcanic region. Additionally, the study includes a comparison of calculated and measured Eh values for other detected redox species, specifically O2/H2O and as redox couples. We further aimed to compare the calculated Fe2+ with the measured Fe2+ concentrations.

The study area included the Ohaka and Koaka Rivers, located on the Shimokita Peninsula in the Aomori Prefecture, northernmost part of Honshu, Japan. Geothermal resource exploration drilling (N56-SK-6, location shown in Figure 1) has been previously conducted in the Ohaka River watershed, from which temperatures >200 °C were reported at a depth of 1,700 m (New Energy Development Organization 1986). There is also a possibility that geothermal resource exploration will be conducted in the Koaka River basin, which is adjacent to the Ohaka River watershed. Therefore, monitoring the water quality of the Ohaka and Koaka rivers can be considered important to assess the environmental impact of future geothermal development in the watershed. Additionally, as a measure against tsunami inundation, construction of a road is planned on the summit side of Mutsu Hiuchi Dake, which is at a higher altitude than the current National Route 279. It is thus important to investigate the water quality characteristics of the Ohaka and Koaka Rivers to evaluate the environmental impact after construction. Tomiyama et al. (2010) reported that the pH of water collected at the mouths of the Ohaka and Koaka rivers was acidic at 4.4 and 5.0, respectively, suggesting the presence of high Fe concentrations.
Figure 1

Map of the study area.

Figure 1

Map of the study area.

Close modal

The inset map shows the sampling locations and is modified from the topographical map of the Geospatial Information Authority of Japan.

Samples were collected from the river mouths of the Ohaka and Koaka River watersheds (Figure 2). These rivers finally flow into the Tsugaru Strait. These two watersheds are located within the caldera rim of the Mutsu Hiuchi Dake Volcano (Uemura & Saito 1957), which was mainly active from the Early to Middle Pleistocene (1.2–0.5 Ma) (Umeda & Danhara 2008). The outfalls of these river mouths are located ∼6 km from the summit of the Mutsu Hiuchi Dake Volcano. The smell of hydrogen sulfide as a volcanic gas cannot be detected at the mouths of the rivers, and houses line National Route 279 around the mouths of the Ohaka and Koaka Rivers. At the Oma Meteorological Station of Japan Meteorological Agency, located ∼20 km northwest of the sampling site, the mean annual precipitation is 1,158.2 mm, and the mean annual temperature is 10.2 °C with an average for 1991–2020 (Japan Meteorological Agency 2025).
Figure 2

Photographs of the sample collecting places, including coordinates (river mouths of the Ohaka and Koaka Rivers).

Figure 2

Photographs of the sample collecting places, including coordinates (river mouths of the Ohaka and Koaka Rivers).

Close modal

Sampling

The Ohaka and Koaka river waters were sampled on 27 April, 2 July, 27 July, and 30 November 2017. Field measurements of pH, oxidation-reduction potential (ORP), and temperature were performed using a portable electronic pH and ORP meter (model WM-32EP, DKK-TOA Corporation., Japan), with an accuracy of ±10 mV for ORP and precision of ±0.02 and ±0.2 °C for pH and temperature measurements, respectively (DKK-TOA Corporation 2011). Dissolved oxygen (DO) concentrations were measured in situ using a portable DO meter (model LDOTM HQ10, HACH, USA) on 2 and 27 July 2017, with an accuracy of ±0.2 mg/L (Hach Company 2003). The pH, ORP, DO concentration, and temperature were measured by immersing the electrodes directly in the river water, as described by Stefánsson et al. (2005). The pH electrode was calibrated using buffer solutions [Code Nos. 143F191 (pH 4.01 ± 0.02 at 25 °C) and 143F192 (pH 6.86 ± 0.02 at 25 °C); DKK-TOA Corporation, Japan]. The platinum ORP electrode was tested in the laboratory using a standard solution prepared from a commercially available powder (Code No. 160-51, Horiba, Ltd, Japan). The measured ORP values were translated into measured Eh values using the equation (DKK-TOA Corporation 2011):
where Eh is the ORP value measured using a normal hydrogen electrode as the reference electrode [the ORP value was measured using Ag/AgCl (in 3.3 mol/L KCl) as the reference electrode] and t is the water temperature (t = 0–60 °C). The DO electrode was calibrated using a standard sodium sulfite solution (Code No. 192-03415, FUJIFILM Wako Pure Chemical Corporation, Japan).

Unfiltered samples were used for laboratory measurements of alkalinity. Water samples for the determination of alkalinity were collected in 100-mL polyethylene bottles. Filtered (polytetrafluoroethylene filter; DISMIC-25HP; pore size: 0.2 μm) splits were collected for in-field measurement of Fe2+ using a colorimeter (model DR890, Hach, USA), and the laboratory measurement of dissolved organic carbon (DOC), cation and anion concentrations in the river water samples. To analyze Fe, Mn, Cu, Zn, Ni, and Al, subsamples of the filtered water were transferred to 100-mL polyethylene bottles and acidified to pH < 2 using ultrapure HNO3. Unacidified splits were retained in 100-mL polyethylene bottles to analyze cations (Na+, , K+, Mg2+, and Ca2+) and anions (F, Cl, , and ); subsamples were kept in 50 mL glass vials for the estimation of DOC.

Water analysis

Elemental analyses were performed at the Geothermal Engineering Laboratory at Hirosaki University, Japan. Fe, Mn, Cu, Zn, Ni, and Al concentrations were determined using inductively coupled plasma (ICP)-optical emission spectrometry (ICP-OES; Optima 7000DV, PerkinElmer Co. Ltd, USA). The concentrations of Na+, , K+, Mg2+, and Ca2+ were determined via ion chromatography with conductivity detection using an ICS-1100 instrument (Thermo Fisher Scientific Inc., Waltham, MA, USA), and the concentrations of F, Cl, , and were determined using an ICS-2100 instrument (Thermo Fisher Scientific Inc.). The DOC values were measured using a total organic carbon (TOC) analyzer (TOC-VCPH, Shimadzu Co., Kyoto, Japan). Alkalinity measurements at pH 4.8, involving titration, were conducted using 876 Dosimat Plus (Metrohm AG, Switzerland) and N/50 H2SO4. Thus, alkalinity measurements were not performed on samples with a pH <4.8. The obtained alkalinity values were expressed in terms of the concentration. The Fe3+ concentrations were calculated from the Fe concentrations analyzed using ICP-OES. The analytical precision (coefficients of variation for triplicate measurements) was within 1% for Na+, K+, Mg2+, Ca2+, F, Cl, NO3, , Zn, and Al; 2% for Fe2+, Fe, and Mn; 4% for and DOC; and within 15% for Cu and Ni. The error in the charge balance between the cations and anions was calculated using the aqueous speciation code PHREEQC ver.3 with the WATEQ4f.dat database (Parkhurst & Appelo 2013) was <± 3.3% in all the samples. PHREEQC (Parkhurst & Appelo 2013) is a widely used geochemical modeling software developed by the United States Geological Survey and distributed freely to the public (Lu et al. 2022).

Geochemical calculation

The redox reactions considered for the in situ Eh calculation for comparison with the measured Eh in this study are listed in Table 1. Since the valence of the manganese ion could not be clarified, the manganese redox couple was not considered. The data listed in Table 1 are part of the thermodynamic database from WATEQ4f used with the GWB program (Bethke 2022). Log K values were corrected against the in situ temperature. Constants were calculated based on the van't Hoff equation using Log K and the standard enthalpy of the reaction (Table 1). The activity required to calculate Eh from the chemical species-related redox reactions was determined using PHREEQC ver.3 with WATEQ4f.dat (Parkhurst & Appelo 2013). The river water results (Table 2) were used as input data for the calculation of activities, except for Fe and DOC concentrations. PHREEQC ver.3 with WATEQ4f.dat (Parkhurst & Appelo 2013) was used to calculate the Fe2+ concentration from the results presented in Table 2, excluding the Fe2+, Fe3+, and DOC concentrations as input data.

Table 1

Reactions and equilibrium constants at 25 °C for the calculation of Eh

ReactionLog KΔrH° (kcal/mol)
  –13.02 9.68 
  –86.08 134.79 
  –119.077 187.055 
ReactionLog KΔrH° (kcal/mol)
  –13.02 9.68 
  –86.08 134.79 
  –119.077 187.055 
Table 2

Results of chemical analysis of the water samples in 2017


Ohaka River

Koaka River
27-Apr2-Jul27-Jul30-Nov27-Apr2-Jul27-Jul30-Nov
pH  3.87 3.50 3.47 3.91 4.55 4.64 4.65 5.17 
Eh (mV) 645 683 684 687 559 553 549 464 
Temp. (°C) 11.7 20.3 19.4 4.8 11.2 20.0 20.6 2.8 
DO (mg/L) NM 8.1 9.2 NM NM 8.3 9.3 NM 
DOC (mg/L) 0.10 0.15 0.17 0.22 0.147 0.20 0.25 0.21 
F (mg/L) 0.069 0.157 0.151 0.094 0.044 0.059 0.057 0.041 
Cl (mg/L) 11.6 16.6 15.7 14.2 10.1 11.0 10.9 12.2 
 (mg/L) 0.559 0.169 0.182 0.300 0.717 0.254 0.300 0.584 
 (mg/L) 74.3 140 138 98.8 62.8 77.6 73.5 56.5 
 (mg/L) NM NM NM NM NM NM NM 0.83 
Na+ (mg/L) 9.79 15.5 15.1 12.0 8.26 10.5 10.3 9.3 
 (mg/L) 0.016 0.048 0.052 0.026 <0.01 0.012 0.014 0.010 
K+ (mg/L) 0.906 1.60 1.57 1.08 0.744 1.06 1.06 0.973 
Mg2+ (mg/L) 4.16 7.39 7.27 5.68 3.23 4.45 4.31 3.49 
Ca2+ (mg/L) 13.3 21.7 21.7 17.9 11.7 16.0 15.6 13.0 
Fe2+ (mg/L) 0.91 0.98 0.86 0.64 0.71 0.38 0.37 0.54 
Fe3+ (mg/L) 0.37 0.82 0.94 1.05 0.033 0.060 0.043 0.02 
Fe (mg/L) 1.28 1.8 1.8 1.69 0.743 0.44 0.413 0.56 
Mn (mg/L) 0.24 0.424 0.435 0.322 0.173 0.30 0.29 0.218 
Cu (mg/L) 0.006 0.008 0.008 0.006 <0.004 <0.004 <0.004 <0.004 
Zn (mg/L) 0.017 0.030 0.030 0.024 0.016 0.020 0.019 0.014 
Ni (mg/L) <0.004 0.004 0.005 <0.004 <0.004 <0.004 <0.004 <0.004 
Al (mg/L) 2.69 5.61 5.61 3.74 3.25 2.54 2.07 1.97 

Ohaka River

Koaka River
27-Apr2-Jul27-Jul30-Nov27-Apr2-Jul27-Jul30-Nov
pH  3.87 3.50 3.47 3.91 4.55 4.64 4.65 5.17 
Eh (mV) 645 683 684 687 559 553 549 464 
Temp. (°C) 11.7 20.3 19.4 4.8 11.2 20.0 20.6 2.8 
DO (mg/L) NM 8.1 9.2 NM NM 8.3 9.3 NM 
DOC (mg/L) 0.10 0.15 0.17 0.22 0.147 0.20 0.25 0.21 
F (mg/L) 0.069 0.157 0.151 0.094 0.044 0.059 0.057 0.041 
Cl (mg/L) 11.6 16.6 15.7 14.2 10.1 11.0 10.9 12.2 
 (mg/L) 0.559 0.169 0.182 0.300 0.717 0.254 0.300 0.584 
 (mg/L) 74.3 140 138 98.8 62.8 77.6 73.5 56.5 
 (mg/L) NM NM NM NM NM NM NM 0.83 
Na+ (mg/L) 9.79 15.5 15.1 12.0 8.26 10.5 10.3 9.3 
 (mg/L) 0.016 0.048 0.052 0.026 <0.01 0.012 0.014 0.010 
K+ (mg/L) 0.906 1.60 1.57 1.08 0.744 1.06 1.06 0.973 
Mg2+ (mg/L) 4.16 7.39 7.27 5.68 3.23 4.45 4.31 3.49 
Ca2+ (mg/L) 13.3 21.7 21.7 17.9 11.7 16.0 15.6 13.0 
Fe2+ (mg/L) 0.91 0.98 0.86 0.64 0.71 0.38 0.37 0.54 
Fe3+ (mg/L) 0.37 0.82 0.94 1.05 0.033 0.060 0.043 0.02 
Fe (mg/L) 1.28 1.8 1.8 1.69 0.743 0.44 0.413 0.56 
Mn (mg/L) 0.24 0.424 0.435 0.322 0.173 0.30 0.29 0.218 
Cu (mg/L) 0.006 0.008 0.008 0.006 <0.004 <0.004 <0.004 <0.004 
Zn (mg/L) 0.017 0.030 0.030 0.024 0.016 0.020 0.019 0.014 
Ni (mg/L) <0.004 0.004 0.005 <0.004 <0.004 <0.004 <0.004 <0.004 
Al (mg/L) 2.69 5.61 5.61 3.74 3.25 2.54 2.07 1.97 

Note. NM, no measurement.

River water chemistry

Table 2 presents the pH, measured Eh, temperature, DO concentration, and water quality (DOC, F, Cl, , , , Na+, , K+, Mg2+, Ca2+, Fe2+, Fe3+, Fe, Mn, Cu, Zn, Ni, and Al) for the Ohaka and Koaka rivers. The pH of the Ohaka and Koaka rivers ranged from 3.47 to 3.91 and 4.55 to 5.17, respectively, with the Ohaka River being more acidic. The measured Eh values of the Ohaka and Koaka rivers ranged from 645 to 687 and 464 to 559 mV, respectively. The water temperature of the Ohaka and Koaka rivers ranged from 4.6 to 20.3 and 2.8 to 20.6 °C, respectively. Although a slight difference was observed in the maximum water temperature, the minimum water temperature was ∼2 °C lower in the Koaka River. A slight difference was observed in the DO concentrations between the two rivers, ranging from 8.1 to 9.3 mg/L. The DOC values of the Ohaka and Koaka rivers ranged from 0.11 to 0.22 and 0.147 to 0.25 mg/L, respectively. The F, Cl, , Na+, , K+, Mg2+, Ca2+, Fe2+, Fe3+, Fe, Mn, Cu, Zn, Ni, and Al concentrations of the Ohaka River were higher than those of the Koaka River except for the and Al concentrations collected on 27 April. The Fe2+ concentration ranged from 0.64 to 0.98 mg/L in the Ohaka River and 0.37 to 0.71 mg/L in the Koaka River, whereas the Fe3+ concentration ranged from 0.37 to 1.05 mg/L in the Ohaka River and 0.02 to 0.060 mg/L in the Koaka River. In addition, the concentration ranged from 0.169 to 0.559 mg/L in the Ohaka River and 0.254 to 0.717 mg/L in the Koaka River, whereas the concentration ranged from 0.016 to 0.052 mg/L in the Ohaka River and <0.01 to 0.014 mg/L in the Koaka River.

Comparison of measured and calculated Eh values

The in situ Eh values calculated from the three redox couples (O2/H2O, Fe3+/Fe2+, and ) were plotted against the measured Eh values (Figure 3) to interpret the Eh measurements. The line in Figure 3 represents the locus of the points expected if the calculated redox couple is in equilibrium and each calculated Eh value matches the measured Eh. The two dashed lines in Figure 3 represent the accuracy range of ±10 mV for the platinum electrode used. The two bold lines in Figure 3 indicate the ±30 mV range of uncertainty in Eh measurements reported by Nordstrom et al. (1979). The calculated Eh values of the O2/H2O redox couple in the Ohaka and Koaka rivers on 27 April 2017, and 30 November 2017, when DO was not measured, are not shown in Figure 3. In addition, the calculated Eh of the redox couple in the Koaka River on 27 April 2017, when was below the lower limit of quantification, is not shown in Figure 3. The root mean square error (RMSE; Table 3) was used to evaluate the difference between the calculated and measured Eh values.
Table 3

Performance metric (Alakbar & Burgan 2024)

MetricsExpressionRangeRemarks
RMSE 

= measured Eh values
= calculated Eh values 
0 ≤ RMSE ≤ ∞ RMSE has the same dimension as the variable. Lower RMSEs, approaching zero, indicate smaller differences 
MetricsExpressionRangeRemarks
RMSE 

= measured Eh values
= calculated Eh values 
0 ≤ RMSE ≤ ∞ RMSE has the same dimension as the variable. Lower RMSEs, approaching zero, indicate smaller differences 
Figure 3

Plot of potentiometrically measured Eh vs. calculated Eh values.

Figure 3

Plot of potentiometrically measured Eh vs. calculated Eh values.

Close modal

Using the redox couples listed in Table 1, the vertical error bars indicate the considered analytical error. A solid line indicates the 1:1 ratio between measured Eh and calculated Eh values.

The calculated Eh values of Fe3+/Fe2+ redox couple in the Ohaka River were within ±10 mV of the measured Eh at the three campaigns and within ±12 mV at the fourth campaign (30 November 2017), while the values in the Koaka River were within ±5 mV at the fourth campaign (30 November 2017) and within ±40 mV at the other three campaigns compared with measured Eh values (Figure 3).

The RMSE for the measured and calculated Eh values of the Fe3+/Fe2+ redox couple was 22 mV. The RMSE for the measured Eh and calculated Eh values of the Fe3+/Fe2+ redox couple were 9 mV in the Ohaka River and 30 mV in the Koaka River, i.e., the calculated Eh and measured Eh values for Ohaka River were in good agreement, in contrast to those for the Koaka River. This discrepancy may have been due to Fe2+ and Fe3+ concentrations of ∼10–5 mol/L (∼0.56 mg/L) or higher in the Ohaka River (Figures 4 and 5). Morris & Stumm (1967) indicated that Eh measurements are no longer precise if either ion concentration is less than about 10–5 mol/L. Furthermore, Nordstrom & Wilde (2005) found that electrode methods are valid only when redox species are electroactive and present in solution at concentrations of ∼10−5 molal or higher.
Figure 4

Relationship between Fe2+ concentration and the absolute values of the measured minus calculated Eh from the Fe3+/Fe2+ redox couple.

Figure 4

Relationship between Fe2+ concentration and the absolute values of the measured minus calculated Eh from the Fe3+/Fe2+ redox couple.

Close modal
Figure 5

Relationship between Fe3+ concentration and the absolute values of the measured minus calculated Eh from the Fe3+/Fe2+ redox couple.

Figure 5

Relationship between Fe3+ concentration and the absolute values of the measured minus calculated Eh from the Fe3+/Fe2+ redox couple.

Close modal

In contrast, Nordstrom (2000) reported that when the total dissolved iron concentrations in acid mine waters were in the range from 10–7 to 10–5 mol/kg (0.006–0.56 mg/kg), the difference between the measured and calculated Eh was within ±50 mV. Although the analytical results in this study are expressed in mg/L, considering a slight difference between mg/L and mg/kg in low-salinity solutions, which have total dissolved solids of <10,000 mg/L (Clark 2015), the comparative results of the Koaka River were considered similar to those of Nordstrom (2000).

These results are believed to be associated with the potentiometric measurement of Eh values, which operates within an effective range determined by the concentration of electroactive components, as indicated by Yalin & Shenker (2022). The monitoring results in acidic rivers around Mutsu Hiuchi Dake Volcano indicated that Fe2+ and Fe3+ concentrations of ∼10–5 mol/L (∼0.56 mg/L) or higher are the effective range. However, since acidic rivers and streams in other volcanic regions have considerably lower pH values and higher iron concentrations than those in this study (Markússon & Stefánsson 2011; Björke et al. 2015), we believe that it is necessary to validate the effectiveness of Eh measurements under various conditions.

The calculated Eh values of the O2/H2O redox couple were much higher than the measured Eh values in all sampling campaigns of the Ohaka and Koaka Rivers. This is consistent with Stefánsson et al. (2005), who calculated the Eh values of the O2/H2O redox for streams and rivers. The RMSE for the measured Eh and calculated Eh values of the O2/H2O redox couple was 496 mV.

The calculated Eh values of the redox couple in the Ohaka River were within 30 mV during the first campaign (27 April 2017) and above 50 mV during the other campaigns compared with the measured Eh values. Meanwhile, those of the redox couple in the Koaka River were within 5 mV during the second and third campaigns (2 July 2017, and 27 July 2017) and above 80 mV during the fourth campaign (30 November 2017) compared with the measured Eh values. The RMSE for the measured Eh and calculated Eh values of the redox couple was 49 mV. In this study, the difference between the calculated and measured Eh of the redox couple was within ±10 mV, inconsistent with previous studies that measured Eh in rivers or streams (Stefánsson et al. 2005). Furthermore, the and concentrations in Figure 2 did not exceed ∼10–5 mole/L (∼0.63 mg/L as and 0.19 mg/L as ). Thus, it can be suggested that the and distributions may not have reached equilibrium and were controlled by source transport.

Comparison of measured and calculated Fe2+ concentrations

The Fe2+ concentrations were calculated using the analyzed Fe concentrations and measured Eh values. The Fe2+ concentration calculated using PHREEQC ver.3 with WATEQ4f.dat (Parkhurst & Appelo 2013) is in mol/kg. However, in this study, it was considered equivalent to mol/L, which was converted to mg/L (Figure 6).
Figure 6

Plot of measured and calculated Fe2+ concentrations of the Ohaka and Koaka Rivers.

Figure 6

Plot of measured and calculated Fe2+ concentrations of the Ohaka and Koaka Rivers.

Close modal

The relationship between the measured and calculated Fe2+ concentrations is shown in Figure 6. The solid line in Figure 6 indicates a 1:1 relationship, while the dotted lines indicate ±10%. The mV values associated with the circles plotted in Figure 6 indicate the calculated Eh minus the measured Eh. Temperature in °C is the in situ temperature. These results show that when the calculated Eh minus the measured Eh is within ±10 mV, the Fe2+ concentrations calculated using the measured Eh values and the analyzed Fe concentrations show good agreement with the measured Fe2+ concentrations, with the calculated Fe2+ concentrations plotting within ±10% of the measured Fe2+ concentrations.

On the other hand, considering the vertical error bars shown in Figure 6, which take into account the accuracy range (±10 mV) for ORP measurements obtained using platinum electrodes, the measured and calculated Fe2+ concentrations were within ±10% when the measured Fe2+ concentrations were ∼0.56 mg/L (10−5 mol/L) or higher. This suggests that a concentration of ∼10−5 mol/L or higher is required to measure Eh, as highlighted above.

The black circle is the Ohaka River. The white circle is the Koaka River. The horizontal error bars indicate the Fe2+ measurement precision of ±0.02 mg/L, and the vertical error bars indicate the values considered in the accuracy range (±10 mV) for ORP measurements obtained using platinum electrodes.

Redox potential as a monitoring indicator of acid river water in volcanic regions

The measured Eh values of acidic rivers, in particular those for the Ohaka River, were controlled by the Fe3+/Fe2+ redox couples regardless of water temperature (Figure 7).
Figure 7

Relationship between water temperature and the absolute values of the measured minus calculated Eh values from the Fe3+/Fe2+ redox couple.

Figure 7

Relationship between water temperature and the absolute values of the measured minus calculated Eh values from the Fe3+/Fe2+ redox couple.

Close modal
This causes the measured Eh values to fall within a certain range depending on the activity ratio of Fe3+/Fe2+ (Figure 8). In fact, the measured Eh values of the Oaka River fall within the red color range (Figure 8). When the measured Eh values are not controlled by the Fe3+/Fe2+ redox couple, it is conceivable that the Eh value may deviate significantly from that shown in Figure 8. Thus, if the steady state of the Eh Ohaka values of the river is controlled by the Fe3+/Fe2+ redox couple, it is thought that the measured Eh values may be an indicator of the possibility of some kind of disturbance in the river. For example, when deep fluids containing dissolved H2S flow to the surface due to seismic activity and mix with river water, or when deep fluids containing dissolved H2S discharge due to geothermal developments and dissolve in river water, Eh may be lower for the redox couple (Figure 9) than for the Fe3+/Fe2+ redox couple (Figure 8). To verify this, it will be necessary to conduct experiments in which water containing dissolved H2S is mixed with water whose Eh is controlled by the Fe3+/Fe2+ redox couple.
Figure 8

Redox potential (Eh) of the Fe3+/Fe2+ redox couple at 1, 5, 10, 15, 20, and 25 °C.

Figure 8

Redox potential (Eh) of the Fe3+/Fe2+ redox couple at 1, 5, 10, 15, 20, and 25 °C.

Close modal
Figure 9

Redox potential (Eh) of the redox couple at 1, 5, 10, 15, 20, and 25 °C.

Figure 9

Redox potential (Eh) of the redox couple at 1, 5, 10, 15, 20, and 25 °C.

Close modal

The Eh values were calculated by using the data in Table 1. The blue color indicated the Fe3+/Fe2+ activity ratio of 0.000001–0.00001, white indicated the range of 0.00001–0.0001, gray indicated the range 0.0001–0.001, yellow indicated the range 0.001–0.01, and red indicated the range 0.01–0.1.

The Eh values were calculated by using the data in Table 4. The pH was fixed at 3.5. Blue color indicates the activity ratio of 0.01–1, white indicates the range of 1–100, gray indicates the range of 100–10,000, and yellow indicates the range of 10,000–1,000,000. The data listed in Table 4 are part of the thermodynamic database from WATEQ4f used within the GWB program (Bethke 2022).

Table 4

Reaction and equilibrium constant at 25 °C for the calculation of Eh

ReactionLog KΔrH° (kcal/mol)
  –40.644 65.44 
ReactionLog KΔrH° (kcal/mol)
  –40.644 65.44 

Comparison of the calculated Eh from Fe3+/Fe2+, O2/H2O, redox couples with the measured Eh at water temperatures ranging from 2.8 to 20.6 °C in acidic river water of the Ohaka and Koaka Rivers in volcanic regions indicated that the Fe3+/Fe2+ redox couple controls the measured Eh in the Ohaka River. Fe2+ and Fe3+ concentrations required 10–5 mole/L (∼0.56 mg/L) or more to maintain the difference between the calculated and measured Eh within ±12 mV. In addition, the Fe2+ concentrations calculated using the measured Eh values and the analyzed Fe concentrations were within ±10% of the analyzed Fe2+ concentrations when considering the difference between the calculated and measured Eh within ±10 mV. We conclude that in volcanic regions, Eh monitoring of acidic rivers containing Fe2+ and Fe3+ concentrations of ∼10–5 mol/L (∼0.56 mg/L) or higher is effective. It will be necessary to conduct research in volcanic regions with higher Fe2+ and Fe3+ concentrations than in the current study area to validate our results.

We would like to thank Editage (Cactus Communications K. K.) for English language editing.

This work was partially supported by JSPS KAKENHI Grant Number JP26281053.

S.I. wrote the original draft, reviewed and edited the article, visualized the project, validated the process, developed the Methodology, investigated the work, rendered support in formal analysis and data curation, conceptualized the project. Y.S. investigated the work, reviewed and edited the article. H.M. investigated the work, reviewed and edited the article, rendered support in funding acquisition. S.W. reviewed and edited the article.

All relevant data are included in the paper or its Supplementary Information.

The authors declare there is no conflict.

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