Migration of carrier gas by bubbles is considered to be an important transport mechanism governing distribution of carrier (CO2 and CH4) and trace (Rn, He) gases over wide areas on the earth surface. Soil-gas anomalies and chemical changes in groundwater, observed during seismic events may be attributed to gas carrier dynamics (Etiope and Martinelli, 2002). During the last several decades, analysis of earthquake precursory phenomena reveals that significant changes in geophysical and geochemical process may occur prior to intermediate and large earthquake. The behavior of the gas concentration anomalies has been quite variable. Several investigators have reported increase in gas concentrations before the occurrence of seismic events (Cai et al., 1984; Nersesov, 1984; Kawabe, 1985). Besides these, declines in radon concentration or concentration ratio immediately and prior to seismic events have also been reported (King et al., 1981; Barsukov et al., 1985; Sugisaki and Sugiura, 1986). In some cases, anomalies have also occurred contemporaneously with or after the events (Birchard and Libby, 1980; King, 1985; Thomas et al., 1986). Soil-gas concentrations are not sensitive to hydrologic changes as they are extremely susceptible to a number of other environmental effects. However, many authors in the past suggest that spatial and temporal variations in soil-gas concentrations are most intensively influenced by meteorological interferences (Kraner et al., 1964; Klusman, 1981; Fleischer, 1983; Robinson and Whitehead, 1986; Guedalia et al., 1970).

Radon emanation and earthquake

Radon concentration in the soil-gas increases with depth (Jonsson, 1995; Kristiansson and Malmqvist, 1984) until a certain depth is reached which depend on the soil’s properties and moisture content. Radon act as an indicator for changes in the gas streams. The most sensitive depth to detect such changes is between 0.5 to 1 m (Friedmann, 2012). Since 1971 much effort has been devoted to explain earthquake on the basis of Dilatancy and fluid flow (Scholz et al., 1973). Dilatancy means an elastic increase in volume under stress as shown in Fig. 1. According to the Dilatancy theory, a substantial change (increase in the perpendicular direction to the main axis of the stress) in the rock properties will occur shortly before earthquake leading to the possibility of water penetration in the cracks and/or the number of cracks increases exponentially. As a result, significant masses are moved which will cause the movement of sub-surface soil-gas towards the earth surface (Friedmann, 2012). Consequently opening of new cracks, widening or closing of old cracks or redistribution of open and closed cracks can happen. In dry rocks opening or closing of cracks will lead to significant changes of the diffusion coefficient of radon. Volumetric changes in the rock will also lead to a subsurface gas flow and therefore to an additional radon transport. If the new open cracks are filled with water, the increased water-rock interface leads to an increase in the transfer of radon from the rock matrix to the water. If water filled cracks close, the water will be compressed to another subsurface volume where the emanation from the rock to the water may be different. All these effects result in pressure and water level variations of the relevant aquifer. This may also lead to changes in the mixing ratios for the water which can be observed at the earth’s surface. Finally gas flows can also move some groundwater and again all previously discussed mechanisms which are consequences of the redistribution of water in the earth’s crust can take into effect (Imme and Morelli, 2012).

Fig. 1
figure 1

Dilatancy: increasing stress causes cracks in the rock, which enlarges the material perpendicular to the main axis of stress. This causes an effective increase in volume (after Friedmann, 2012)

Seismicity of the study area

Earthquake most probably occurs due to movements along the faults that have evolved through geological and tectonic processes. Northeast India is considered one of the six most seismically active regions of the world. The Tectonic Map of Northeast India is shown in Fig. 2. The region has experienced 18 large earthquakes (M ≥ 7) during the last hundred years and several hundred small or micro earthquakes. The high seismicity in the region is attributed to the collision tectonics between the Indian plate and Eurasian plate in the north and subduction tectonics along the Indo-Myanmar range in the east (Kayal, 1998; Sarmah, 1999). There has been a phenomenal increase in the population density and development programmes in the northeast India. Besides, the region has witnessed a mushroom growth of unplanned urban centers in the previous two decades. This has resulted into increasing vulnerability of human population and physical structures to the earthquakes. Thus, it becomes essential to assess the status of seismicity in the northeastern region realistically. This will provide a sound database for earthquake disaster mitigation. Moreover, high seismic risk in the region calls for an urgent and sustained mitigation effort. Accordingly, there seems to be a real need for employing all available efforts including radon variations and seismicity records that may assist in reducing seismic risk in the area. Radon variations might seem to be a good precursor of crustal motion resulting in earthquakes. This fact encourages researchers to find a way of using this phenomenon for earthquakes prediction. However earthquakes are not always preceded by a radon anomaly and not every radon increase is followed by an earthquake. But the radon technique has been successfully used in several seismic areas of the world for the purpose of earthquake precursory research. Based on the status of seismicity in the northeastern India, it seems very necessary to apply whatever available techniques which may help to understand the behavior of soil-gas radon concentration and correlate with nearby seismic events. Keeping the above in view, present authors began studies of radon variation as a possible seismic precursor in 2011 at Mat Fault in Mizoram for the first time and the results of this work have been reported (Jaishi et al., 2013; 2014a; 2014b;). Encouraged with the outcome and for future research, authors extended radon measurement at weekly interval at Chite Fault (Singh et al., 2014). The location of the study area is shown in Fig. 3. The main objective of this study is continuous monitoring of soil radon and their possible correlation with seismic events. The present paper reports continuous soil radon measurements carried out at Chite Fault from August 2013 to January 2014.

Fig. 2
figure 2

Seismo-tectonic map of North East India showing epi-centres of damaging earthquakes (after Jaishi et al., 2014c). Tectonic zones (zones A, B, C, D and E) and major thrusts (MBT-Main Boundary Thrust; MCT-Main Central Thrust; NT-Naga Thrust; DT-Disang Thrust) are also shown. Thick blue line represents the International boundary of North Eastern part of India bordering Myanmar and Bangladesh (not to scale) and red lines represents faults and thrusts

Fig. 3
figure 3

Geographical location of the study area

Experimental techniques and methods

Solid State Nuclear Track Detector (SSNTD) is one of the most widely used devices for the last few decades for measuring radon concentration in earthquake precursory studies. In the present investigation, weekly measurements were carried out using LR-115 Type-II SSNTD films manufactured by M/S Kodak Pathe, France. The detectors (LR-115 Films) were cut into a size of 3 cm × 3 cm and loaded in a twin cup radon/thoron discriminating dosimeters, designed and fabricated by Mayya and group (Mayya et al., 1998) at BARC, Mumbai (India). The experimental detail is discussed in Singh et al. (2014). The meteorological parameters for the study area were obtained from the IMD-Regional Meteorological Centre, Guwahati, Assam. Due to certain constraints integrated measurement for 7 days was taken for the soil gas instead of daily recording. Total rainfall was calculated for 7 days. Temperature, pressure and relative humidity are the moving average of 7 days. Regarding selection of seismic activity that could correlated with radon data there is no such general rule with respect to epicenter distance from the measuring sites. Virk (1996) modified the model proposed by Fleischer (1981) by considering 142 case studies in N-W Himalaya, India as

$$ D=\left.\begin{array}{l}10 \exp (0.32M),\kern0.24em \left(10<D<50\right)\\ {}10 \exp (0.43M),\kern0.24em \left(50<D<100\right)\\ {}10 \exp (0.56M),\kern0.24em \left(100<D<500\right)\\ {}10 \exp (0.63M),\kern0.24em \left(500<D<1250\right)\end{array}\right\} $$

Where, D is the epicenter distance in km and M is the magnitude of earthquake on the Richter scale. The details of earthquakes that occurred around the study area fulfilling Eq. (1) is given in Table 1 and the distribution of the earthquakes that occurred around the study area is presented in Fig. 4.

Table 1 Lists of earthquakes that occurred around the investigation area during the observation period (source:
Fig. 4
figure 4

Spatial distribution of earthquakes (open star) around the study area during the investigation period

Results and Discussions

Normality test

Before correlating the measured radon data set with meteorological parameters, we wanted to check whether the radon data shows normal distribution, which is inevitable because the soil radon data obeying the fundamental laws of geochemistry are usually normally distributed (Ahrens, 1954). To do this we performed normality test which is used to determine whether a data set resembles the normal distribution. In the present work, authors have implemented normal probability plot to perform normality test in Microsoft excel, 2007. One characteristic that defines the normal distribution is that normally distributed data will have the same amount of area of normal curve between each point. The area under the normal curve between each point can be determined by cumulative distribution function (CDF) using the following Excel formula.

$$ \mathrm{C}\mathrm{D}\mathrm{F} = \mathrm{NORMDIST}\ \left(\mathrm{Radon}\ \mathrm{value},\ \mathrm{mean},\ \mathrm{standard}\ \mathrm{deviation},\ \mathrm{TRUE}\right) $$

Now the CDF value of each Radon value is used for calculating the expected radon values and Z- score at each radon value by the following formulae.

NORMSINV (CDF at each radon value) for Z-score, and NORMINV (CDF at each radon value, mean, standard deviation) for expected values.

A plot of expected radon values versus Z-score will be a straight line. We now observed the actual radon data compared to the expected radon data for normally distributed data having the same mean and standard deviation and observed that the actual radon data maps closely to the expected radon values (Fig. 5). So it may be concluded that the data is derived from a normally distributed population. Also, the skew factor of the radon data was calculated and it was found to be 0.49 indicating that the radon value is slightly skewed towards the right. In order to check the significance of skew factor we have used the Excel formula viz. if skew > 2*sqrt(6/count) then the skew factor is significant (i.e. the distribution is not normal) and if skew < 2*sqrt(6/count) then it is non-significant (i.e. the distribution is normal). In our case the skew factor was found to be non- significant (i.e., 0.49 < 0.94).

Fig. 5
figure 5

Normal probability plot comparing actual radon value with expected radon value

Effects of meteorological parameters on radon concentration

Analysis of radon concentration in soil gas along with meteorological parameters viz. temperature, rainfall, relative humidity and pressure provide useful information about the dependence of these parameters on radon emanation. The average concentration of radon in soil gas at Chite fault for this time window is reported to be 1116.15 Bq/m3 with a standard deviation of 591.76 Bq/m3. The percentage variation co-efficient (σ/Avg.) of radon is 53.02% (Table 2). From Table 2 it is clear that the measured radon shows a very low positive correlation with temperature and rainfall i.e. the value of radon concentration increases with increase in these parameters and vice versa. The reason may be due to the capping effect of wet soil layers at the surface which prevents radon from escaping in to the atmosphere (Virk et al., 2000). As a result the radon values initially falls and then start rising over a period of time. A moderate positive correlation coefficient of 0.31 was found between radon and relative humidity. The percentage variation coefficient was found to be 6.96%. This demonstrates that the variation in radon emission was much more influenced by relative humidity rather than temperature and rainfall. Therefore, increase in soil moisture may increase the fraction of radon produced in rocks to migrate into pore fluids, thus increasing the radon content of soil gas (Tanner, 1964; Fleischer, 1983). A very low negative correlation coefficient (−0.005) was found between radon and pressure suggesting that pressure have a non-significant influence on the measured radon concentration during the investigation period.

Table 2 Descriptive statistics of radon and the meteorological parameters

Correlation of radon concentration with seismic events

Various statistical methods have been used by different authors in the past (Guerra and Lombardi, 2001; Fu et al., 2005; Yang et al., 2005; Walia et al., 2005) for identifying possible threshold values of the anomalous radon concentrations. A very common approach could be to examine the difference between radon peak and the mean value of the radon concentration for a few months or a year. In our case, the average value of radon concentration (X) is taken as the background level and the value crossing X ± 2σ (mean ± 2 standard deviation) is considered as anomalous. In cases when the radon maximum increases or decreases by ±1σ from its mean, a possible influence of the meteorological parameters is carefully examined and accordingly a radon anomaly is assumed. The variation of radon concentration together with the meteorological parameters for the given time period is presented in Fig. 6.

Fig. 6
figure 6

Plot showing the variation of a Radon concentration Rn, b Temperature T, c Relative humidity RH, d Rainfall RF, e Pressure P during the observation period. The vertical lines represent earthquakes along with their magnitude. The solid horizontal line represents the average value of radon concentration (X) and the dotted lines represent the deviation (σ) from the average value

According to the characteristics trends of radon concentration as illustrated in Fig. 6, there are three positive peaks and three negative peaks recorded during the given time period. The first radon peak (negative anomaly) was observed on 9/6/2013 followed by an event of 4.8 M which occurred on 9/7/2013. Since the observed peak do not crosses the X-2σ limit, therefore it seems necessary to investigate the behavior of meteorological parameters carefully. During this period the relative humidity and rainnfall, which shows positive correlation with radon was quite low. Therefore, this decline in radon concentration is attributed and/or have caused by variation in meteorological parameters and not by seismic events. The second radon peak (negative) was recorded on 4/10/2013. During this time period a fair amount of rainfall was received and the temperature and humidity which shows positive correlation with radon were quite high indicating that this decline in radon concentration is caused by some other geophysical process which was not mature enough to produce an earthquake (Walia et al., 2009). Three consecutive positive radon peaks were recorded on 10/11/2013 and 10/25/2013 crossing the X + 2σ limit while the third peak on 11/8/2013 just exceeding X + 1σ level followed by two seismic events of 4.7 M and 5.5 M recorded on 10/29/2013 and 11/6/2013 with an epicenter distances of 176 km and 320 km from the measuring site. These positive anomalies may be due to the combining effects of these two earthquakes. The positive radon anomalies can be explained by the Dilatancy-diffusion model (Mjachkin et al., 1975) where the increase in radon content prior to earthquakes is connected with the amount of cracking of rocks and therefore is sharply increased and then flattens out due to relaxation of stress. Another sharp fall in radon concentration was observed on 11/22/2013 but no seismic events occurred during this period. Besides, it is quite difficult to explain such a large radon decrease by environmental parameters. This abrupt decrease in radon concentration may be either due to additional compression closing cracks and pores (Singh et al., 1991; Ramola et al., 2008) or from expansion causing under saturation of the pore volume (Whitcomb, 1983).


In the present study, the radon data generated during the mentioned time period have been analyzed with seismic events and meteorological parameters. Some considerable positive radon anomalies have been observed crossing the limits of X + 2σ before and after the earthquake of 4.7 and 5.5 magnitude. Such variation in radon concentration could be due to crustal deformation along Indo-Myanmar subduction zone during these two seismic events. Besides these, few abnormal declines in radon data having negative correlation with seismicity were also recorded. It can be concluded that these changes may be either because of meteorological parameters influencing radon concentration or due to the complexity of its transport mechanism from deeper soil. However, for better correlation and to pinpoint the seismic event with anomaly, longer periods of data collection along with measurements of other carrier and trace gases (like thoron).