滋賀大学教育学部紀要 人文科学・社会科学・自然科学 67 No. 62, pp. 67-76, 2012 Determination of Total Dissolved Aluminum in Seta River Water by Flow Injection Fluorometry with Aluminum-Lumogallion Complex after Acid Digestion Hirokazu HARA*, Sakura OKUNI, Yosuke KOEBISU and Naomichi NISHIKAWA Faculty of Education, Shiga University, Otsu, Shiga 520-0862, Japan. Abstract The total dissolved aluminum in the Seta River water was determined by flow-injection fluorometry using the aluminum-lumogallion complex after its digestion by a mixture of nitric acid and hydrofluoric acid. The sample decomposition system, which was hard to be contaminated by aluminum from the air, was constructed and used successfully to produce reproducible values. By subtracting the concentration of dissolved reactive aluminum, the concentration of the non-reactive aluminum was estimated. The concentration change in the total dissolved aluminum from the Seta River water for one year was reported, together with that of the dissolved reactive aluminum. The concentration of total dissolved aluminum was usually between 0.2 and 0.5 μM, however, it increased to 1.87 μM after typhoon no. 12 of 2011 has passed through the Shiga prefecture. Unexpectedly, hydrofluoric acid was not necessary for the complete decomposition of the aluminum species in the Seta River water. However, hydrofluoric acid was indispensable for the complete recovery of aluminum from a clay mineral, i. e., montmorillonite. We found that even the small amount of fluoride (about the same concentration as that originally present in Seta River water) was effective for the decomposition of the montmorillonite. The determined values of the total dissolved aluminum showed a good correlation to the results obtained from GFAAS. Keywords : Seta River water, dissolved aluminum, fluorometry, lumogallion, acid digestion Aluminum is the most abundant metal Thus, the speciation of aluminum in water has element in the earthʼs crust. It is well known been the subject of research in the field of that aluminum is toxic to the human nervous analytical chemistry and environmental chem- system when it enters the human brain through istry [3, 4]. the Brain Blood Barrier [1]. The toxicity The largest lake in Japan, Lake Biwa, is depends on its chemical form. The monomeric located in the Shiga prefecture. The lake water aluminum ion Al3+ is believed to be more toxic is the source of drinking water for Otsu City than the Al complex with organic ligands [2]. and other cities in the Shiga prefecture. The speciation of aluminum in Lake Biwa has been * Corresponding author : Fax+81 077 537 7840. E-mail address : [email protected] studied [5, 6]. Hori et al. reported that the seasonal variation in the concentration of 68 Hirokazu HARA, Sakura OKUNI, Yosuke KOEBISU and Naomichi NISHIKAWA dissolved reactive aluminum in Lake Biwa We tried to precisely measure the concentra- water and also the correlation of the concentra- tion of dissolved non-reactive aluminum in the tion were relatively high versus the pH Seta River water. measured one month before sampling [5, 6]. concentration of the total dissolved aluminum The dissolved total aluminum concentration did should be precisely measured, because the not show such a clear seasonal variation as that concentration of dissolved non-reactive alumi- of the dissolved reactive aluminum [5]. num was determined by subtracting the For this purpose, the The lake water flows out from the Seta River. concentration of dissolved reactive aluminum We have been examined the concentration from that of the total dissolved aluminum. The change in the dissolved aluminum in the Seta total dissolved aluminum could be measured by River water and also found its seasonal GFAAS, however, its precision is not very good variation, i. e., high in the summer and low in the for the precise determination of the dissolved winter [7, 8], as was reported previously for non-reactive aluminum [9]. Lake Biwa [5, 6]. The seasonal variation in the In this study, we developed a sample concentration of the dissolved aluminum corre- decomposition system, in which the acid- sponded well with that of the pH on the digestion of the Seta River water samples could sampling day of the Seta River water [7]. be done without contamination. The concentra- We noticed that the concentration of dissolved aluminum measured by tion of aluminum after acid digestion was GFAAS determined by the FIA method, because of its (Graphite Furnace Atomic Absorption Spec- high precision. The experimental conditions of troscopy) was usually higher than that meas- the acid digestion were examined in detail. ured by flow injection fluorometry using the aluminum-lumogallion complex [9]. The differ- Experimental ence means the existence of non-reactive aluminum with the complexing agent, lumogal- Reagents and solutions. Ultrapure water lion, in the FIA short time scale. We also was prepared from once-distilled water using a compared the concentration of dissolved reac- Millipore Simplicity UV system. tive aluminum with the FIA method and batch nitric acid (ca. 14.9 M (1 M=1 mol/L)) and method in which the reaction temperature and hydrofluoric acid (ca. 27 M) were purchased time were higher and longer than the FIA from Tama Chemicals (Kanagawa, Japan) as method, respectively [10]. Although a slightly Tamapure AA-100. Calcium nitrate tetrahy- higher concentration was observed with the drate (Cat. no. C4955, SigmaUltra) was pur- batch method, the difference was very small, at chased from Sigma (St. Louis, MO, USA). The least measured on the sampling day. This carrier solution was a 0.015 M calcium nitrate Ultrapure result means that the concentration difference solution, of which the pH was adjusted to 4.0 by between the FIA and GFAAS is caused not by adding 0.1 M nitric acid. (This eluent was first the difference in the reaction time but by the used by Sutheimer and Cabaniss in order to fact that non-reactive aluminum with lumogal- separate aluminum species in acidic lake water lion really existed in the Seta River water, even using a cation-exchange resin column [11]. after filtering using 0.45 μm membrane filter. The divalent calcium ion was added to promote Hori et al. reported that the concentration of the the eluting capability.) The post-column re- non-reactive aluminum in the southern part of agent solution was 0.05 mM lumogallion Lake Biwa was usually in the range of 0 to 0.4 (Tokyo Chemical Industry, Tokyo, Japan) μM [5]. dissolved in 0.2 M acetate buffer (pH 5.2). Determination of Total Dissolved Aluminum in Seta River Water Acetic acid (Cat. no. 01021-1B, for the atomic 69 ic bath for 60 min [12]. absorption spectrometry) was purchased from All other chemicals were of analytical Kanto Chemical Co., Ltd. (Tokyo, Japan). Its reagent grade obtained from Nacalai tesque aluminum concentration was certified to be (Kyoto, Japan). below 0.01 mg/kg. A stock aluminum standard solution (10−2 M) was prepared by dissolving 0.4744 g of AlK (SO4)2・12H2 O into 0.1 dm −3 −3 of 10 Apparatus. Fig. 1 is a schematic diagram of the FIA system. The basic scheme was M developed by Sutheimer and Cabaniss [13]. A nitric acid. This standard solution was diluted Shimadzu LC-10AD double-plunger type chro- to 10−4 M from which the final standard solu- matographic pump was used to deliver the tions of 0-1 μM aluminum were prepared. The calcium nitrate carrier solution. The sapphire pH of the standard solutions was adjusted to 3.0 plungers were replaced by zirconia ceramic by adding 0.1 M nitric acid for the determina- plungers in order to decrease the possibility of tion of the dissolved reactive aluminum and to aluminum elution from the pump. The flow 2.0 for the determination of total dissolved rate of the carrier solution was set at 0.9 mL aluminum. These solutions were kept in the min−1. Dissolved gases were removed by a plastic volumetric flasks after their preparation. degassing unit (DEGASYS DG1210) produced The buffer capacity of the acetate buffer was by Uniflows Co., Ltd. (Tokyo, Japan). so high that the pH after mixing with pH 3 Al In order to remove the residual aluminum standard solutions or river water samples was ions from the carrier solution, a precolumn of confirmed to be 5.2. TSK-gel on which 8-quinolinol was covalently The standard sample of montmorillonite fixed, was placed before the injection valve. (JCSS-3101) was purchased from the Clay The TSK-gel (TOYOPEARL HW-65F) was Science Society of Japan. The size distribution purchased from Tosoh (Tokyo, Japan). The was 0.02-0.2 μm and 0.3-5 μm [12]. It was chelating resin was prepared by a method reported that the size distribution became reported by Landing et al. [14]. This column 0.01-0.04 μm after the treatment in an ultrason- was occasionally washed with 0.1 M HNO3 in Fig. 1 Schematic diagram of flow injection system. Eluent : 0.015M Ca (NO3)2 adjusted to pH 4 by HNO3, Lumogallion : 0.05 mM lumogallion dissolved in 0.2 M acetate buffer (pH 5.2) 70 Hirokazu HARA, Sakura OKUNI, Yosuke KOEBISU and Naomichi NISHIKAWA order to recover its capability. (For the reactive aluminum without any contamination, efficient removal of the residual aluminum in PTFE the carrier solution, it is desirable that its pH were constructed and used. Fig. 2 shows the should not be too acidic.) front view of the vessel. The vessel consists of (poly (tetrafluoroethylene)) vessels A stainless steel injection valve (Rheodyne two parts. The upper part has a side pipe from (IDEX Health & Science, WA, USA) Model which the water and acid vapor went out. The 7010) was used. The rotor seal was Tefzel. A lower part was screwed into the upper part. 0.5 mL PEEK (poly(ether-ether-ketone)) loop The gap was closed with an O-ring made of (Parts. No. 9055-026) was used for flow-injec- fluorine rubber. tion method. diagram of the decomposition system. Ten Fig. 3 shows a schematic A peristaltic pump (ATTO Co., Tokyo, vessels were put on a steel tray, in which five Japan, Model SJ1211H) was used to deliver just vessels were placed side by side on both sides of 1 mL of a sample solution into the 0.5 mL the tray. The side pipe of the vessel was sample loop at the flow rate of about 1.8-1.9 mL located on the side part of the stainless steel −1 min [15]. cover and connected using a PFA (copolymer A single plunger pump (Nihon Seimitsu of tetrafluoroethylene and perfluoroalcoxyethy- Kagaku Co., Ltd., Tokyo, Japan, Model SP-T- lene) tube. (Some of the side pipes were wound 2501U) was used to deliver the lumogallion with a thin copper film in order to cool the hot solution. The pulse was effectively damped vapor coming from the vessel.) The steel tray using a damper (GL Science, Tokyo, Japan, was placed on a hotplate. The temperature of Model HPD-2). The flow rate was fixed at 0.4 the steel tray was controlled by a temperature −1 mL min . A back-pressure coil was prepared controller. The harmful vapors of the nitric and using a PTFE (poly(tetrafluoroethylene)) tube (0.2 mm i. d., and 2 m long). Two PEEK mixing coils (0.5 mm i. d., 5 m long) were used, the first maintained at 60℃ in a water bath, while the second remained at room temperature. PEEK tubing of 0.5 mm i. d. was mainly used in the entire system, otherwise PTFE tubing was used. The fluorescence was detected by a JASCO (Nihonbunkou, Tokyo, Japan) FP2025 detector equipped with a 150 W Xenon lamp, a 16 μL quartz flow cell, and a photomultiplier tube. The excitation and emission wavelengths were 500 and 595 nm, respectively. The detector signals were transmitted every 0.5 s and recorded by a microcomputer using JASCO ChromNAV software. It took 10 min for the measurement of one sample. Three reasonable results were selected and the average was calculated after several repeated measurements. In order to decompose the dissolved non- Fig. 2 A front view of the PTFE vessel used for the decomposition The vessel was made from a PTFE rod (30mm diameter). A PTFE pipe was screwed into the upper part after binding the end part with a thin PTFE seal tape at an angle of 30 degrees. The lower part had threads which was connected to the upper part. A PTFE Oring was used in order to stop acid vapors from leaking from the sample solution during heating. The sample solutions were filled in the lower part by a micropipette. Determination of Total Dissolved Aluminum in Seta River Water 71 was used for the wall atomization. Argon gas of 99.99% purity was used. The instrumental conditions were the same as stated in a previous paper [8]. Magnesium nitrate solution (1000 ppm) without nitric acid was used as the matrix modifier. When the concentration of total dissolved aluminum was about 0.5 μM or higher, the wavelength was changed to 396.2 nm in order to decrease the sensitivity to one half that of 309.3 nm [9]. Sampling of river water. Sampling was carried out on the river side (E. L. : 135.91°,N. L : 34.95°) of the Seta River, about 3.5 km from the boundary between Lake Biwa and the Seta River. The air and water temperatures were measured. The sampled water was brought back to the laboratory within 15 min and was filtered using a polysulfone funnel equipped Fig. 3 Schematic diagram of the sample decomposition system. Front and top views are shown. The reaction vessels were stored in the steel container. A sample solution in the vessel in Fig. 2 was heated to ca. 98℃ by a hot plate. A laboratory-made aspirator was used to wash the acid vapor. The acid vapor was first absorbed by the 0.1 M NaOH solutions and then 10 M NaOH solutions. Air was filtered through a 0.2 μm membrane filter in order to prevent any unexpected contamination. with a 0.45 μm cellulose acetate membrane filter (Type HAWP, Millipore, MA, USA) in order to remove any suspended particulate matter. For the measurement of the dissolved reactive aluminum, the filtrate was delivered to the injection loop without any further treatment. Measurements were sequentially done several times and the average of three reasonable values was calculated. hydrofluoric acids formed during the decompo- Determination of total dissolved aluminum sition process, were first dissolved into a 0.1 M by acid digestion NaOH solution and then neutralized by passing Four milliliters of Seta River water was through a 10 M NaOH solution. A laboratory- placed in the reaction vessel after filtration. A made aspirator in which water was circulated, 0.4 mL aliquot of nitric acid and 0.2 mL of was used to remove the vapor. Filters in the hydrofluoric acid were added, unless otherwise figure were Milex FG filter units (SLFG 05010, noted. Five of the ten vessels were used for the pore size : 0.2 μm) purchased from Merk- determination of the acid blank, i. e., the same Millipore. amount of acids were added to 4 mL of The GFAAS measurement was performed ultrapure water. They were heated to 98℃ along with the measurement of dissolved until all of the sample solutions were completely reactive aluminum on the sampling day. A dried. It took 3 to 4 days until the heating Model Z5710 Hitachi polarized Zeeman graph- process was finished. ite furnace atomic absorption spectrometer was After cooling the vessels, the residue was used. A pyrolytic graphite cuvette (type A) dissolved in 0.4 mL of 0.1 M nitric acid, and then 72 Hirokazu HARA, Sakura OKUNI, Yosuke KOEBISU and Naomichi NISHIKAWA 3.6 mL of ultrapure water was added to the were then added to the residue and heated vessel. The vessel was put into warm water at again, because the decomposition efficiency was about 50℃ for 25 min, then immersed in an expected to be higher than that when these ultrasonic bath for 5 min in order to promote acids were initially added. the complete dissolution of the aluminum. The reproducibility of five determinations was so concentration of dissolved aluminum was poor that this method was concluded to be measured by the FIA system described above. inappropriate. Thus, these acids were added However, the from the beginning. Determination of aluminum in montmorillonite We first examined the effect of the quantity A 100 mg sample of the standard montmoril- of nitric acid as shown in Fig. 4. The dissolved lonite powder was dispersed in 100 mL of aluminum concentration became almost con- ultrapure water. This solution was placed in an stant when 200 μL to 400 μL of nitric acid was ultrasonic bath for 2 hours, then diluted to added to 4 mL of the filtered sample solution. 1/10000 by two dilutions of 1 mL to 100 mL. We concluded that 400 μL of nitric acid was The diluted solution was filtered through a 0.45 enough for the complete recovery of the μm membrane filter. dissolved aluminum. Three milliliters of the filtered solution was We next examined the effect of the quantity placed in the decomposition vessel and 300 μL of hydrofluoric acid as shown in Fig. 5. of nitric acid was added. Hydrofluoric acid (150 Unexpectedly, the dissolved aluminum concen- μL) was also added to 4 of the 10 vessels and tration was almost constant irrespective of the not to 4 vessels for the sake of comparison. quantity of added hydrofluoric acid. It was Last two vessels were used to estimate the acid confirmed that non-reactive aluminum was blanks. The aluminum in the montmorillonite contained in dissolved aluminum, because the was measured after the same decomposition determined value of the total dissolved alumi- process as that applied to the Seta River water. num was always higher than that of the In order to examine the effect of fluoride, a dissolved reactive aluminum. If aluminosilicate small amount of sodium fluoride solution was added to the filtered montmorillonite solution, so that the fluoride concentration was about the same as that present in Seta River water (about 0.1 mg/L all year round) [16, 17]. The aluminum in the montmorillonite solution with and without fluoride was then measured. The results were compared to that of the complete elution obtained by adding hydrofluoric acid (150 μL). Results and Discussion Decomposition conditions of Seta River water During the beginning of the decomposition experiment, a Seta River water sample was first acidified to pH 4 with nitric acid and dried by heating. The nitric and hydrofluoric acids Fig. 4 Effect of the quantity of nitric acid on the determination of total dissolved aluminum in 4 mL of Seta River water sampled on Oct. 10, 2011. Hydrofluoric acid was not added. The blank aluminum contained in the nitric acid was not subtracted from the measured concentration of the total dissolved aluminum. Determination of Total Dissolved Aluminum in Seta River Water 73 non-reactive aluminum. It was reported that the suspended matter in Lake Biwa consisted of phytoplankton and microparticles of terrigenous origin, including clay minerals [18]. It is reasonable to suppose that some of the microparticles smaller than 0.45 μm are aluminosilicate clay minerals, and therefore contained in the filtered Seta River water samples. Decomposition conditions of montmorillonFig. 5 Effect of the quantity of hydrofluoric acid on the determination of total dissolved aluminum in 4 mL of Seta River water sampled on Sept. 20, 2011. Nitric acid was added (400 μL). The blank aluminum contained in the acids was not subtracted from the measured concentration of the total dissolved aluminum. ite solution. In order to verify that the aluminosilicate clay mineral can be completely decomposed without hydrofluoric acid, the typical aluminosilicate, i. e., montmorillonite, was decomposed after being dispersed in the water and filtered through a 0.45 μm membrane filter. First, it was confirmed that montmorillonite hardly dissolved in ultrapure water, since the dissolved reactive aluminum concentration before decomposition was about 0.006 μM. The total dissolved aluminum concentration after decomposition was 0.23 μM±0.011 μM (n=4) with hydrofluoric acid, and 0.19 μM± 0.0046 μM (n=4) without hydrofluoric acid. The quantity of the hydrofluoric acid, i. e., 150 μL in 3 mL of the sample solution, was confirmed to be sufficient for the complete decom- Fig. 6 Effect of the quantity of hydrofluoric acid on the determination of total dissolved aluminum in 4 mL of Seta River water sampled on Sept. 05, 2011. Nitric acid was added (400 μL). The blank aluminum contained in the acids was not subtracted from the measured concentration of the total dissolved aluminum. position of the montmorillonite microparticles as shown in Fig. 7. Although about 80% of the montmorillonite microparticles was decomposed by only heating with nitric acid, it was confirmed that hydrofluoric acid was indispensable to completely decompose the aluminosili- particles smaller than 0.45 μm are the main cate particles ; even its size was less than 0.45 portion of the non-reactive aluminum, hydro- μm. fluoric acid should be added in order to Apparently, this result was inconsistent with decompose them. The effect of hydrofluoric that of the Seta River water. In order to solve acid was again examined with the sample this inconsistency, the effect of a small amount having a very high concentration of dissolved of fluoride (which was about the same concen- aluminum as shown in Fig. 6. The addition of tration as present in Seta River water) on the hydrofluoric acid seems to be unnecessary montmorillonite decomposition, was examined again for the complete decomposition of the by adding a sodium fluoride solution. The 74 Hirokazu HARA, Sakura OKUNI, Yosuke KOEBISU and Naomichi NISHIKAWA addition of hydrofluoric acid is concluded to be due to the fact that the fluoride present in Seta River water was sufficient. However, hydrofluoric acid was added to ensure the complete decomposition of the aluminosilicates in the microparticles in the Seta River water. Speciation of dissolved aluminum in Seta River water for one year. We divided the dissolved aluminum in the Seta River water into two types, i. e., dissolved Fig. 7 Effect of the quantity of hydrofluoric acid on the decomposition of non-reactive aluminum in the montmorillonite solution. The volume of the sample solution was 3 mL. The blank aluminum contained in the acids was not subtracted from the measured concentration of the total dissolved aluminum. reactive aluminum and dissolved non-reactive aluminum, which was obtained as the difference of the former from the total dissolved aluminum. Fig. 8 shows the temporal variation in the dissolved aluminum in the Seta River water from September, 2011 to September, 2012. The average aluminum concentrations in the mont- data of water temperature etc. are shown in morillonite solutions with and without sodium Table 1. Unfortunately, a reliable value of the fluoride were 0.295±0.027 μM and 0.259± sample pH was not available. 0.0098 μM (acid blank was not subtracted). The seasonal variation in the concentration of The difference was statistically significant dissolved reactive aluminum, i. e., high in the (p<0.05). It was concluded that the decompo- summer and low in the winter, was observed as sition of montmorillonite was promoted when reported in a previous paper [7, 8]. However, the small amount of fluoride was present in the such a clear seasonal variation was not solution. observed for the non-reactive aluminum. On Thus, the reason why aluminum in the the contrary, the concentration of the non- microparticles contained in the Seta River reactive aluminum was usually within the water was completely eluted without the narrow range, 0.1-0.2 μm and occasionally Fig. 8 Concentration change of dissolved aluminum in Seta River water for one year. Determination of Total Dissolved Aluminum in Seta River Water Table 1 No. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 Data of Seta River water samples used for the total dissolved aluminum analysis Sampling date Sept. Sept. Sept. Oct. Nov. Nov. Dec. Jan. Feb. Feb. Mar. Mar. Apr. May June July July Aug. Sept. 75 5, 12, 20, 10, 7, 21, 12, 9, 20, 27, 5, 19, 9, 7, 11, 2, 30, 21, 10, 2011 2011 2011 2011 2011 2011 2011 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 2012 Water Air Sampling temperature temperature time /℃ /℃ h : min 10 : 06 10 : 32 11 : 05 10 : 29 9 : 53 9 : 12 10 : 20 9 : 48 10 : 05 8 : 56 9 : 15 9 : 06 9 : 28 9 : 04 9 : 03 9 : 10 9 : 15 9 : 20 8 : 30 26.8 33.7 23.0 23.3 18.7 12.8 11.0 7.5 8.7 7.9 9.2 7.5 18.0 17.5 26.5 27.5 34.2 30.0 30.8 24.8 25.0 27.1 18.1 19.1 15.5 11.8 7.6 6.6 3.2 9.0 9.4 9.8 16.1 20.8 23.6 27.0 28.1 28.0 Fig. 9 Correlation of the total dissolved aluminum measured by FIA fluorometry after acid digestion and GFAAS. Unit of concentration is μM. became high due to the large amount of rainfall the GFAAS was rather poor, thus it cannot be in the Shiga prefecture before the sampling day. used for a precise measurement [8]. However, An extremely high concentration of dissolved the correlation with the FIA measurement non-reactive aluminum found on September 5, results after acid digestion was good (r>0.90) 2011, was due to typhoon no. 12 which produced as shown in Fig. 9, because the variation in the a high amount of rainfall for several days before concentration of the total dissolved aluminum the sampling throughout the Shiga prefecture. was high enough. (The data obtained on Over 400 rivers flow into Lake Biwa. When the September 5, 2011 was omitted, because the typhoon reached the Shiga prefecture, an data was too high to obtain a reliable data with enormous amount of sediment from these GFAAS.) rivers flowed into Lake Biwa and then went Conclusion into the Seta River. An exceptionally high concentration (0.231 μM) of dissolved reactive aluminum on Feb. 20 In order to precisely determine the concen- was observed. It had snowed two days before tration of the non-reactive aluminum in the Seta sampling even in Otsu City. This snow fall River water, flow-injection fluorometry was might affect the concentration of dissolved used because of its high precision. reactive aluminum. precision of the determination mainly depended The The relative standard deviation of the four or on the reproducibility of the decomposition five total dissolved aluminum values was in the process, not on the final determination method. range between 1.3% and 5.3%, with some ex- For the purpose of improving the reproducibil- ceptions. The blank value was 0.04 μM on ave- ity, we developed a special decomposition rage with the standard deviation of ±0.01 μM. system in which the contamination of aluminum from the air and surrounding environment was Correlation of the result with GFAAS. The total dissolved aluminum was also measured by GFAAS. The reproducibility of minimized. The vessels were slowly heated below 100℃ so that the explosive boiling was avoided. Thus, reproducible results were 76 Hirokazu HARA, Sakura OKUNI, Yosuke KOEBISU and Naomichi NISHIKAWA obtained, although the time needed for the evaporation process was very long. We examined the concentration of the nonreactive aluminum in the Seta River water for almost one year. It was found that the concentration of the non-reactive aluminum in the Seta River water did not show a clear seasonal variation, which was observed for the concentration of reactive aluminum. Occasionally, it became high as a result of the weather conditions such as a typhoon and/or long and hard rainfall. Further study will be necessary to elucidate the chemical composition (s) of the non-reactive aluminum in Seta River water. Acknowledgement A part of this work was financially supported by the Shiga University in 2011. Some of the data of dissolved reactive aluminum were taken by Hiroko Okuda who was a student in our laboratory in 2011. References 1 .L. Tomlienovic, J. Alzheimerʼs Dis., 23, 567 (2011). 2 .C. T. Driscoll, Jr, J. P. Baker, J. J. Bisogni, Jr, C. L. Schofield, Nature, 284, 161 (1980). 3 .“The Environmental Chemistry of Aluminum”, Second Ed., G. Sposito, Ed., CRC Press, Inc., Boca Raton, FL, USA, (1996). 4 .J. Ščančar, R. Milačič, Anal. Bioanal. Chem., 386, 999 (2006). 5 .T. Hori, Y. Sugiyama, M. Kanao, M. Nagai, N. Taniguchi, M. Sugiyama, T. Fujinaga, Jpn. J. Limnol., 57, 183 (1996). 6 .M. Kanao-Koshikawa, M. Sugiyama, T. Hori, Limnology, 3, 1 (2002). 7 .H. Hara, Y. Kobayashi, A. Ueno, Mem. Fac. Educ. Shiga Univ., Natural Sci., 51, 15 (2001). 8 .H. Hara, M. Fujiwara, H. Kamiyama, E. Yoneda, Mem. Fac. Educ. Shiga Univ., Natural Sci., 52, 1 (2002). 9 .H. Hara, E. Ueda, Mem. Fac. Educ. Shiga Univ., Natural Sci., 58, 1 (2008). 10.H. Hara, K. Minami, H. Okuda, Mem. Fac. Educ. Shiga Univ., 62, 45 (2012). 11.S. H. Sutheimer, S. E. Cabaniss, Anal. Chem., 67, 2342 (1995). 12.R. Miyawaki, T. Sano, F. Ohashi, M. Suzuki, T. Kogure, T. Okumura, J. Kameda, T. Umezome, T. Sato, D. Chino, K. Hiroyama, H. Yamada, K. Tamura, K. Morimoto, S. Uehara and T. Hatta, Clay Science, 48, 158 (2010). 13.S. H. Sutheimer, S. E. Cabaniss, Anal. Chim. Acta, 303, 211 (1995). 14.W. M. Landing, C. Haraldson, N. Paxéus, Anal. Chem. 58, 3031 (1986). 15.H. Hara, N. Kobayashi, K. Minami, Mem. Fac. Educ. Shiga Univ., Natural Sci., 60, 1 (2010). 16.Water quality database constructed by the Lake Biwa Environmental Research Institute, Shiga prefecture. url : http : //www. lberi. jp/root/jp/bkjhindex.htm 17.Suishitu Shiken Nenpo, 2011, Otsu city water, sewage & gas. url : http : //www.otsu-kigyo.jp/ 18.M. Nagai, M. Sugiyama, T. Hori, Limnology, 2, 147 (2001).
© Copyright 2026 Paperzz