Introduction

A final repository for the radioactive waste is required in South Korea. The low- and intermediate-level radioactive waste (LILW) repository which is a rock cavern type was constructed and opened in Wolsong, Gyeongju, South Korea. In addition, there is surface type repository is planned to construct at same site in Gyeongju. The Wolsong LILW disposal facility is the world’s first repository to employ both rock cavern and surface repositories on the same site. With the development of nuclear energy, large amounts of radioactive wastes have been released into the natural environment (Chapman et al. 2012; Linsley 1989). The radionuclide can be released from the drums after long storage periods and can simultaneously penetrate through artificial barrier from the near surface repository. It can be transported by the flow of rainfall, exist with pore water through fractures in unsaturated zone, and is reached to groundwater flow. Released radionuclides to vadose zone and ultimately groundwater can be transported by groundwater flow through porous materials or fractures (Mann et al. 2001).

The potential release and mobility of radionuclides from LILW disposal facility may pose environmental problems to adjacent areas. The presence of released radionuclides can affect human health (Chapman et al. 2012; Linsley 1989). The transport of chemical compounds in porous geological media cannot be quantified adequately in natural groundwater systems. When the particles move within flowing water, there are advection, dispersion, and diffusion. The term advection refers to the transport of a solute by the bulk movement of groundwater. Dispersion is caused by the different flow paths water particles take in a geological medium. Molecular diffusion is caused by random molecular motion due to the thermal kinetic energy of the solute (Schulze-Makuch 2009). The physical and chemical processes of advection, dispersion, diffusion, sorption, and degradation should be discussed and have to be considered when evaluating the transport of chemical contaminant compounds and radioactive compound in the subsurface. These processes affect the transported substance as well as the transport medium (rocks or sediments in the subsurface) and result in complex distributions of the substance in natural groundwater systems. Because retardation phenomena such as sorption and precipitation are one of the important processes for retarding radionuclide migration when radionuclides are released from a radioactive waste repository, an understanding of sorption and transport behavior of radionuclides is required (Neretnieks et al. 1980). In order to complete a safety assessment of a radioactive waste repository, it is necessary to obtain sorption data for radionuclides. Although some batch sorption experiments were previously conducted for radionuclides with various waste facility sediments and waste types, there is no research about transport under unsaturated condition.

Rainwater flow occurs through the pore spaces in geological medium which is called a porous medium. In some geological media, groundwater flow occurs through fractures. When evaluating solute transport in fractured media, future investigation has to be conducted in regard to fluid flow and transport. When released radionuclides from LILW repository migrate through fractured rock in unsaturated zone, they also diffuse into the filling/coating material adjacent to fractures and are retarded by sorption onto filling/coating material in the fracture surface (Baik et al. 2008). Therefore, it is important to investigate the sorption characteristics of radionuclide and the relationship between transport behavior (retardation) of radionuclides through fractured rock and fractured filling/coating material which is existed on surface of fractured rock in unsaturated zone for the safety assessment and long-term performance of repository. The long-term risks predicted for a waste disposal facility are affected by the potential mobility of high-risk radionuclides that are expected to be highly mobile.

To determine the relationship between the sorption of radionuclide and site characteristics which fracture-filling/coating material, batch sorption experiment for radionuclides such as 3H, 99Tc, and 90Sr were conducted using groundwater and solid materials from the LILW repository site. The map of sampling point is shown in Fig. 1. In this study, the 3H, 99Tc, and 90Sr were used because they are a health hazard radioactive material which causes the cancer induction from beta particles associated with its radioactive decay and very common in nuclear test sites. Radioactive tritium (3H) has a half-life (t½) of 12.32 years. Tritium is radiological hazardous, can be incorporated into humans through respiration, ingestion, and diffusion through skin, and can be taken up by all hydrogen-containing molecules, distributing widely on a global scale (Okada et al. 1993). Radioactive strontium (90Sr [II]) with a half-life of 28 years is an important product of the nuclear reactor operations, nuclear weapons testing, and reactor accidents (Riley et al. 1992). Technitium-99 (99Tc) is a long-lived (t½ = 2.13 × 105 years) pure β-emitter (Eβmax = 292 keV) and is produced as a fission product of uranium-235 and high water solubility and mobility in aquatic ecosystems under oxidizing environments (Wildung et al. 1979; Schulte et al. 1987).

Fig. 1
figure 1

The in situ core sampling point at LILW repository in Gyeongju, South Korea

The objective of this work is to investigate the sorption of radionuclides including measurements of the Kd values of 3H, 99Tc, and 90Sr for fracture-filling/coating material, and the transport to radionuclides released to the vadose zone at the Wolsong LILW repository in unsaturated zone. In this study, batch sorption, batch diffusion, and flow-through column experiments were conducted with LILW repository aquifer materials which unsaturated zone to increase our understanding of sorption and transport behavior of radionuclides.

Materials and methods

Radionuclides, groundwater, and solid materials

In the experiment, T2O, NH4TcO, and SrI were used. The groundwater was sampled near the LILW repository site at June 11, 2015, and the temperature is 17.5 °C, pH is 6.8, EC is 201.7 μS/cm, and DO is 4.5 mg/L. Fractured rock samples were also collected near the LILW repository site at unsaturated zone, and fractured rock was characterized by X-ray microtomography (XMT, X-Tek/Metris XTH 320/225 kV, UK) analysis and fractured filling/coating material was investigated by X-ray diffraction (XRD, Rigaku, D/MAX-2500/PC, Japan), scanning electron microscopy (SEM, JEOL, JSM-7401F, Japan), and polarized light microscopy (PLM, AmScope, PZ620T-MF603, USA). In this work, liquid scintillation analyzer (PerkinElmer 3100TR) was used to analyze the transport behavior of 3H and 90Sr, and inductively coupled plasma–mass spectrometry (PerkinElmer, NexION 300D) was used for 99Tc. The Br concentrations in the effluents were determined using an ion chromatography (IC, ICS-2100, Thermo) and used to develop Br breakthrough curves.

Batch sorption experiments

Solid material (1.0 g for 3H, 1.0 g for 99Tc, 0.5 g for 90Sr) was used in 10 mL of groundwater for the batch sorption experiments. Figure 2a shows the batch sorption experiment equipment. Solid material is prepared for comparison of radionuclide adsorption to fracture-filling/coating material. It is fractured rock with fracture-filling/coating materials and without fracture-filling/coating materials. The solid sample was sieved and the 75–250 μm size of solid material was used for batch sorption experiments. Solid material was pre-equilibrated through contact with a sufficient amount of groundwater for 1 day for the sorption experiments. Pre-equilibrated step was repeated until the pH of the solution was maintain with the pH of groundwater (pH = 6.8). After pre-equilibration, control batch test which without radionuclide was performed to determine the initial concentrations of the radionuclides and the mass loss by sorption onto bottle walls. The radionuclide was spiked into the pre-equilibrated reacting bottles to attain the required radionuclide concentration (3H: 100 Bq/mL, 99Tc: 100 Bq/mL, 90Sr: 20 Bq/mL). Solid material was shaken at 80 rpm with radionuclide spiked groundwater for 14 days. The pH was adjusted to maintain the initial pH of the groundwater by 0.1 M HNO3 or NaOH solution during experiment. All experiments were conducted at room temperature using reagent grade chemicals. A blank sample, which contained no solid material, was prepared to determine the initial activity of each radionuclide. After finish the batch sorption experiment, the solution was separated by using a syringe filter of 0.45 μm pore size (Whatman) and stored to determine the concentration of radionuclides. All batch sorption experiments were carried out in triplicate.

Fig. 2
figure 2

Experiment for a batch sorption, b flow-through column, and c diffusion

Distribution coefficients

Solid/liquid partition coefficients (Kd), generally referred to as a distribution coefficient are commonly used to reveal the mobility and distribution of elements in the environment (Eil-Garcia et al. 2009a, b; Vandenhove et al. 2009). In this study, Kd is used to reveal the sorption capacity and the relation between the mobility of radionuclides and elements of concern from LILW repository site. The Kd is the ratio of the concentration of radionuclide on a fractured rock divided by the equilibrium concentration in the contacting liquid phase (water). Kd values are highly dependent on environmental factors, including the performance assessment of a radioactive waste repository but not limited to the amount and type of minerals, the solution composition, ionic strength, Eh pH, redox condition, particle size distribution, organic matter content, biological activity and temperature.

A distribution coefficient, Kd (m3/kg), defined as:

$${K_{\text{d}}} = \frac{{\left( {{C_0} - \;{C_{\text{q}}}} \right)}}{{{C_{\text{q}}}}}\;\frac{V}{M}$$
(1)

where Cq is the measured concentration of the radionuclide in the solution phase (Bq/mL), C0 is the total concentration of the radionuclide (Bq/mL) initially added to the solution, V is the solution volume in contact with the solid (m3), and M is the amount of solid (kg).

Flow-through column experiment

The flow-through column experiment was conducted using a polyether ether ketone (PEEK) column (6 cm inner diameter and 13.5 cm height). The flow-through column experiment equipment is shown in Fig. 2b. Fractured rock sample (5 cm diameter and 12.5 cm height) was installed inside of column. The column and fractured rock sample is shown in Fig. 3. Each end of the column and the space between the inner wall of column and outside of fractured rock sample was packing using silicon in order to prevent the water flow through the space. The dry column weight and saturated column by deionized water (DIW) weight were measured to make unsaturated condition of column experiment. The column experiment was performed under unsaturated flow conditions, in order to investigate the transport of radionuclide in disposal site which situated in unsaturated moisture conditions. DIW was flowed through saturated column to stabilize over a 2-day period, and moisture contents were adjusted and monitored by RCON2™ (Giatec Scientific Inc.) resistor to 30–35%. Constant flow rate was maintained with a syringe pump (Kloehn) and downward flow was used to maintain unsaturated column condition.

Fig. 3
figure 3

Fractured rock sample and column

Bromide in deionized water was introduced as a non-reactive conservative tracer to characterize the hydrodynamic properties of column and determine the dispersion coefficient. After obtaining Br breakthrough for column, the Br input solution was immediately replaced by the same background solution. The influent was switched to groundwater spiked with individual radionuclides (3H, 500 Bq/mL; 99Tc, 500 Bq/mL). respectively, and stable strontium (10−1 M). After obtaining each radionuclides breakthrough curves (BTCs), the input solution was immediately replaced by the same background solution in each step. Effluent samples were collected with a fraction collector (CF-2, Spectra Chrom), filtered through 0.45-μm pore-size filters. BTCs were graphically represented by plotting the relative activity, C/C0, versus pore volumes eluted. A pore volume was defined as the volume of water retained within the pore space of the fractured rock sample and measured by the weight difference before and after column saturation.

The transport parameters were determined numerically by the model fit using the measured BTCs with the CXTFIT code (Parker et al. 1984; Toride et al. 1995). The BTC of the non-reactive conservative tracer (Br) in column was first fitted to determine the hydrodynamic dispersion coefficient (D) of column. The obtained D value was used as a fixed parameter to obtain the retardation factor (R) for Br fixed at 1.0 for 3H, 99Tc and strontium transport using same equilibrium model fit. Retardation factor, R is defined as

$$R = 1 + {\text{\;}}\frac{{\left( {{K_{\text{d}}} \cdot {\rho_{\text{b}}}} \right)}}{\theta }$$
(2)

where Kd (mL/g) is sorption distribution coefficient, ρb (g/cm3) is bulk density, and θ is porosity of the packed column. Because the half-lives for 3H (t1/2 = 12.3 years), 99Tc (t1/2 = 2.0 × 105 years) and 90Sr (t1/2 = 28.1 years) were sufficiently long compared to the duration of the column tests, no additional radioactive decay correction was applied to determine the final activity in the effluent samples.

Diffusion experiment

Diffusion experiments of 3H, 99Tc, and 90Sr through intact samples were carried out by the through-diffusion method at 25 °C under ambient conditions. The diffusion experiment equipment is shown in Fig. 2c. An acrylic diffusion cell which consists of two cells, tracer and measurement cell, was used in the experiments. The schematic diagram of cells is shown in Fig. 4. The inner size of each cell is 80 mm × 80 mm × 92 mm (length × width × height) and volume of each cell is 500 mL. A rock sample was placed between these cells. The rock sample was fixed in the hole with silicon glue. The properties of rock sample were determined before diffusion experiments started. The size of rock sample was 20 mm × 20 mm × 5 mm (length × width × height). In order to investigate the filling/coating materials of fractured rock sample, with and without filling/coating material, sample specimen was installed in diffusion cells. Before the diffusion experiments started, each diffusion cell was tested for leaks and the diffusion specimen in the cell was saturated for at least 7 days with the same background solution, which was for the experiments. After full saturation, solutions in both tracer and measurement cells were decanted carefully. For radionuclide diffusion experiments, radionuclide solution was poured into the tracer cell after completing the Br measurement. Solution in both tracer and measurement cells were fully mixed by magnetic stirrers. The pH of solutions was controlled at 7. The pH values of the solutions in both cells were measured and adjusted if necessary. Samples were collected periodically from both measurement and tracer diffusion cells. After sampling, an identical volume of DIW was added to the measurement cell to keep the solution volume constant. Duplicate samples were collected and mean value was used. The experiments were continued for 55 days for 3H, 64 days for 99Tc, and 228 days for 90Sr. The concentration of diffused solute through the cross-sectional area was measured from the measurement cell and plotted as a function of time. The effective diffusion coefficient of the radionuclide was determined using the time-lag method (Crank 1975; Shackelford 1991).

Fig. 4
figure 4

The schematic diagram of diffusion cell (unit, mm)

In this study, the time-lag method was used to obtain the diffusion coefficient, and it has been used to obtain the permeability constant, and the solubility of a gas flowing through a porous membrane (Crank 1975; Shackelford 1991). The diffused substance through a specimen with a constant concentration in the tracer cell, C1 at x = 0 and a very small concentration in the measurement cell, C2 (C2 ≪ C1) at x = X is (Crank 1975):

$$\frac{Q}{{X{C_1}}} = \frac{{{D_{\text{eff}}}t}}{X^2} - \frac{\alpha }{6} - \frac{2\alpha }{\pi^2}\mathop \sum \limits_{n = 1}^\infty \frac{{x{{\left( { - 1} \right)}^n}}}{n^2}\exp \left( { - \frac{{{D_{\text{eff}}}{n^2}{\pi^2}t}}{{{X^2}\alpha }}} \right)$$
(3)

where Q = total amount of diffusing component passed through the sample slab per time (M/L2), X = thickness of a sample (L), C1 = concentration at the tracer cell (C1 ≫ C2) (M/L3), C2 = concentration at the measurement cell (M/L3), and Deff = effective diffusion coefficient for non-reactive solute (L2/t). This is replaced by Dapp (apparent diffusion coefficient) for a reactive solute. Where t = time (t), α = rock capacity factor (= θtot + Kdρb), θ = porosity, and ρb = bulk density. As time (t) approaches in infinity, the exponential term in Eq. 3 is negligible and Eq. 3 becomes

$$Q = {\text{\;}}\frac{{{C_1}{D_{\text{eff}}}}}{X}t - {\text{\;}}\frac{{{C_1}X\alpha }}{6}$$
(4)

with a slope, \(\frac{{{C_1}{D_{\text{eff}}}}}{X}\) and an intercept on the time axis, \(\frac{{{C_1}X\alpha }}{6}\). The slope and the intercept on the time axis of the extrapolating liner equation give the diffusion coefficient and rock capacity factor, respectively.

In this study, the concentration of radionuclide in the measurement cell was measured as a function of time and Deff was obtained from the slope of the linear equation. The tortuosity was determined using the relation between molecular diffusivity and effective diffusivity, and the calculated tortuosity was also used to determine the Deff and Dapp. The retardation factor, R was determined using the distribution coefficient obtained from the linear isotherm in the batch experiments. Previously measured bulk density and porosity for each sample slab were also used to determine the retardation factor.

Results and discussion

Characteristics of fractured rock

The yellowish-brown filling/coating material of fractured rock sample was investigated by PLM, SEM, and XRD. The results of PLM, SEM, and XRD are shown in Fig. 5. The average thickness of filling/coating material is 500 μm, and zeolite was coated in the surface of rock. The filling/coating material was analyzed by XRD with reference intensity ratio method, and the main mineral is heulandite (32%) and laumonite (55%). The fractured rock sample for column experiment. The XMT can visualize the spatially heterogeneous surface of fractured rock sample. To visualize the formation, growth, sealing of internal fractures, and the fracture connectivity of fractured rock, the XMT was used. The visualization of fractured rock sample for column experiment is shown in Fig. 6. It shows the fractured main pathway which is zigzag passage, and the surface of fractured rock which is uneven. In addition, the computational fluid dynamics simulation was performed to get the volume of fracture (1.38 × 10−6 m3), and the permeability (2.54 × 10−9 m2).

Fig. 5
figure 5

a PLM, b SEM, c XRD result of fractured rock

Fig. 6
figure 6

Result of XMT for core sample with fractures

Batch sorption experiments

The equilibrium partition constant, generally referred to as a Kd (distribution coefficient), has been used to quantify sorption that is kinetically fast and reversible. The distribution coefficient results of 99Tc and 90Sr with fractured filling/coating material using groundwater are shown in Tables 1 and 2. The sorption results of 3H were not shown because the initial concentration (C0) and measured concentration (Cq) of tritium are same in the experiment, the Kd value become zero in both with and without fracture-filling/coating materials. It means that tritium has no sorption characteristic.

Table 1 Distribution coefficient of 90Sr (w/: with, w/o: without)
Table 2 Distribution coefficient of 99Tc (w/: with, w/o: without)

After experiments involving batch sorption, distribution coefficients (Kd) of the radionuclides were obtained, and sorption properties for each radionuclide were analyzed. Increasing Kd values were observed in the sequence 90Sr, 99Tc, and 3H regardless of the geological media tested. The Kd of 90Sr (45.1 mL/g) with fracture-filling/coating materials is higher than without fracture-filling/coating materials (30.3 mL/g). In case of 99Tc, there are similar Kd in both with and without fracture-filling/coating materials (0.9 and 1.1 mL/g). For all sorbing radionuclides, Kd values for the fracture-filling/coating material were observed to be higher than those for without fracture-filling/coating material regardless of the groundwater. These higher Kd values are the result of zeolite mineral in filling/coating material of fractured rock. The mineralogical composition of the solid materials was observed to be important in the sorption of sorbing radionuclides. In this study, sorption distribution coefficient (Kd) of radionuclide was determined and used to increase our understanding of radionuclide retardation through fracture-filling/coating materials. Transport behavior of radionuclide was affected by geological environment. The physical/chemical characteristic and ion-exchange of rock surface is a main cause to adsorption capacity, and the geological materials of rock surface are also important cause to adsorption coefficient (Andersson et al. 1983). Previous study shows that heulandite and laumontite affect to adsorption of radionuclide, and especially uranium and strontium was strongly affected by heulandite and laumontite in geological environment, so the retardation of radionuclide was increase (Chernjatakaja 1988; Matijašević et al. 2006; Baik et al. 2009). These results show that the released radionuclide from radioactive waste repository can be transferred through fractured rock and it can be retarded by fractured filling/coating materials. The strontium, which has high adsorption capacity, is retarded in fractured rock with heulandite and laumontite compared with technetium and tritium.

Flow-through column experiments

The migration of 3H, 99Tc, and Sr spiked into LILW repository groundwater through fractured rock near repository was also evaluated using flow-through column experiments in unsaturated condition. Breakthrough curves for Br and radionuclide are presented in Fig. 7. Dispersion coefficient (D) values determined from Br breakthrough curve fits are very similar D values, which indicated that all column experiments were well prepared and conducted under similar flow environments whit no significantly varying permeability and porosities. Radionuclide breakthrough curves were analyzed with either the classical equilibrium advection–dispersion equation or non-equilibrium two-region (mobile–immobile) modeling. The column conditions and transport parameters obtained from the column experiments are shown in Table 3.

Fig. 7
figure 7

Breakthrough curves for Br and radionuclide and CXTFIT model fit

Table 3 Column conditions and transport parameters

When the fractured rock column was contacted with radionuclide spiked groundwater, radionuclide transport was retarded by the fractured rock column due to the sorption affinity of radionuclide on the surface of fractured rock sample under groundwater in unsaturated condition. Sr transport was more considerably retarded by the column due to the high sorption affinity of Sr on the fractured rock sample than 3H and 99Tc. Therefore, Sr transport behavior through fractured rock under groundwater condition was significantly retarded compared with that of 3H and 99Tc. The breakthrough curves for Br, 3H, 99Tc, and Sr with CXTFIT model fit are presented in Fig. 7. The transport behavior of 3H and 99Tc was identical to that of the non-reactive tracer (Br). Measured transport parameters indicated no chemical interaction of 3H, 99Tc on the LILW fractured rock, and the Kd value calculated from column experiments was different to that of the batch sorption experiments. Different Kd values between batch and column experiments were due to the different experimental conditions, as found in other previous studies. A classical equilibrium model within the CXTFIT code showed reasonable fit results (r2 = 0.949–0.995) for 3H, 99Tc, and Sr breakthrough curves. The breakthrough of 3H and 99Tc shows earlier than that of Sr, which shows a small value of R < 1.0 (R of 3H = 1.2, and R of 99Tc = 1.495), and R of Sr is 109.8. Due to the slight sorption affinity of 99Tc on the fractured rock under groundwater conditions, 99Tc transport behavior through the fractured rock was slightly retarded compared with that of the non-reactive tracer (Br), and 3H. Because of the intermediate and high sorption Kd values determined for Sr from the batch sorption experiments, the flow rates used in the column experiments for Sr was increased over column experiments. Based on sorption and column results for Sr through LILW fractured rock, Sr is considered to show an intermediate amount of retardation, irrespective of being present as an anionic species in the LILW site subsurface environment. Although a fast flow rate was used for Sr column experiment, a breakthrough curve was not completely obtained even after 200 pore volumes. However, the observed relative effluent concentrations for Sr transport through LILW fractured rock in unsaturated condition are highly retarded. As the result of the batch sorption experiments, Sr has a high retardation value (109.8) calculated from the column results through LILW fractured rock on unsaturated conditions.

Diffusion experiments

The total amount of ions diffused, 3H, 99Tc, and 90Sr, through the fractured rock specimen with and without filling/coating material was plotted as a function of time to determine the Deff. The diffusion of 3H, 99Tc, and 90Sr through the fractured rock specimen with and without filling/coating material is, respectively, shown in Figs. 8, 9, and 10. The breakthrough obtained from 3H and 99Tc diffusion experiment shows a curve in transient state during the early short period and a straight line in steady state after a certain amount of time has passed. The amount of radionuclide diffused through specimen was measured in the measurement cell as a function of time. Deff of 3H and 99Tc was estimated using the slope in the equation of linear regression line. However, Deff of 90Sr was estimated by different method due to strong sorption affinity. Low concentration of Sr was detected in the measurement cell. In addition, a continuous decrease in Sr concentration was found in the tracer cell. Although 3H, 99Tc concentration in the tracer cell also decreased as time increased, the decrease in concentration of 3H, 99Tc was minor and the 3H, 99Tc concentration in the tracer cell was still much higher than that of the measurement cell. However, 90Sr concentration decreased to less than 50% of initial concentration within 2 days. Even though the background concentration increased, the diffusion experiments of this study did not show any discernable amounts of 90Sr in the measurement cell.

Fig. 8
figure 8

Experimental results and linear regression line for 3H diffusion through with and without fractured sample

Fig. 9
figure 9

Experimental results and linear regression line for 99Tc diffusion through with and without fractured sample

Fig. 10
figure 10

Experimental results and linear regression line for 90Sr diffusion through with and without fractured sample

The amount of 90Sr as a function of time in the tracer cell is shown in Fig. 7. The concentration decrease in the tracer cell and the absence of 90Sr concentration in the measurement cell result from sorption affinity of 90Sr on specimen with and without coating material on the surface of fractured rock. Even though 90Sr can diffuse inside pores of the specimen, due to strong sorption affinity, 90Sr ions are considered to be stuck to the surfaces of pores in the specimen. Therefore, 90Sr could not be found in the measurement cell after passing through specimen. Because no 90Sr was found in the measurement cell and the concentration of 90Sr decreases in the trace cell, the time-lag method could not be used to determine the diffusivities of 90Sr. Instead, Dapp of 90Sr through specimen is determined using Eq. 5.

$${D_{\text{app}}} = \;\frac{{{D_{\text{mol}}}}}{{\left( {{\text{retardation}}\;{\text{factor}}} \right)\left( {{\text{rock}}\;{\text{factor}}} \right)}}$$
(5)

Dmol of 90Sr was calculated using the Nernst-Haskell equation (Reid et al. 1987).

Deff and Dapp are shown in Table 4. The effective diffusion coefficients for 3H with and without fractured sample showed similar results. The results of slight differences between Deff of 3H through fractured sample with and without coating material in surface of specimen are considered to result from the different characteristic of coating material in surface of specimen. The effective diffusion coefficients for 99Tc also showed similar results with and without fractured sample, and the slight differences of Deff of 99Tc are considered to same reason. The apparent diffusivity of 90Sr with fractured sample is little bit higher than without fractured sample. Because the affinity of 90Sr to fracture-filling/coating material is high, the more amount of 90Sr is hocked inside of diffusion specimen with filling/coating material than without filling/coating material. So the diffusion amount of 90Sr is higher through specimen with filling/coating material. To do think in a different way, because the holding amount of 90Sr in filling/coating material is high, the transport of 90Sr is retarded.

Table 4 The diffusivity of radionuclide through specimen

Conclusions

In this study, we measured Kd values and investigated sorption characteristics of 3H, 99Tc, and 90Sr for fractured rock in unsaturated zone at the Wolsong LILW repository. The main materials of filling/coating materials in fractured rock near the Wolsong LILW disposal facility is zeolite (heulandite (87%) and laumontite (55%)). The sorption characteristic of 90Sr is stronger than 99Tc therefore, radionuclides such as 90Sr are thought to bind even stronger than 99Tc and 3H. The Kd values for 90Sr were found to be at intermediate levels, however, Kd values for 99Tc were very low, and Kd values for 3H cannot be calculated. In addition, when fracture-filling materials exist, distribution coefficient of 90Sr is higher than without fracture-filling materials because of zeolite mineral in fractured rock. However, the Kd value of 99Tc is similar in both with and without fracture-filling/coating materials. This study shows that the mineralogical composition of the geological media is an important factor when sorbing radionuclides, especially for strongly sorbing radionuclides. The transport of radionuclide in LILW site through fractured rock can be retarded by filling/coating materials. Specifically, 90Sr which have intermediate adsorption characteristic transport through fracture rock was retarded. This work involved a geochemical characterization of the filling/coating material in fractured rock near Wolsong LILW repository. The results of adsorption, diffusion, and flow-through column experiments were provided the basic information and data for the safety assessment of LILW repository. Based on results obtained from batch experiments, 90Sr bind strongly on fractured rock samples. Due to the strong sorption affinities, calculated apparent diffusion coefficients for 90Sr was high, and the diffusivity of 90Sr through specimen with fracture-filling/coating material was higher than without fracture-filling/coating material. Sorption and diffusion are important retardation processes for radionuclide migration when radionuclides are released from a radioactive waste repository. Thus, sorption and diffusion experimental data for radionuclides, which usually are represented as distribution coefficients and diffusion coefficients, are needed for the safety assessment of a radioactive waste repository. In this study, the sorption and diffusion results of radionuclide in fractured rock under unsaturated condition give the important information in repository, and support the understanding about retardation of radionuclide through fracture rock.