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Ground deformation source model at Kuchinoerabu-jima volcano during 2006–2014 as revealed by campaign GPS observation

Earth, Planets and Space volume 69, Article number: 173 (2017) Cite this article

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Abstract

We analyzed campaign Global Positioning System observation data in Kuchinoerabu-jima during 2006–2014. Most benchmarks located around Shin-dake crater showed crater-centered radial horizontal displacements. Horizontal displacements at western rim of the Shin-dake crater were tended to be larger compared to those at eastern rim. In addition, benchmark KUC14 which locates near the cliff at Furu-dake showed westward horizontal displacement rather than crater-centered radial (southward) one. Meanwhile, small displacements were detected at the benchmarks located at the foot of Kuchinoerabu-jima. We modeled the observed displacements applying a finite element method. We set entire FE domain as 100 × 100 × 50 km3. We set top of the domain as a free surface, and sides and bottom to be fixed boundaries. Topography was introduced in the area within Kuchinoerabu-jima using digital elevation model data provided by Kagoshima prefecture and elevation information from Google earth, and elevation of the outside area was assumed to be sea level. We assumed a stratified structure based on a one-dimensional P-wave velocity structure. We applied a vertical spheroid source model and searched optimal values of horizontal location, depth, equatorial and polar radiuses, and internal pressure change of the source using the forward modeling method. A spherical source with a radius of 50 m was obtained beneath the Shin-dake crater at a depth of 400 m above sea level. The internal pressure increase of 361 MPa yields its volume increase of 31,700 m3. Taking effects of topography and heterogeneity of ground into account allowed reproduction of overall deformation in Kuchinoerabu-jima. The location of deformation source coincides with hypocenters of shallow volcano-tectonic (VT) earthquakes and the aquifer estimated from a two-dimensional resistivity model by audio-frequency magnetotellurics method. The obtained deformation source may be corresponding to the pressurized aquifer, and shallow VT earthquakes and demagnetization may be caused by pressure and strain accumulation in the rocks around the aquifer. Applying the obtained spherical source to the tilt change before August 3, 2014 eruption, we found that 520 m3 of volcanic materials were supplied toward shallower in 1.5 h before the eruption. The depth and volume change of deformation source before May 2015 eruption detected by precise leveling surveys is deeper and two orders of magnitude greater compared to that before August 2014 eruption.

Introduction

Kuchinoerabu-jima is an andesitic volcano, south off Kyushu Island, Japan (Fig. 1). The volcano consists of three cones: No-ike, Shin-dake and Furu-dake; and the Shin-dake is presently active. Phreatic or phreato-magmatic eruptions occurred at the crater or a fissure east of it in 1841 (historically the oldest), 1931–1934, 1945, 1966, and 1980 (Triastuty et al. 2009). After 34 years dormancy, a phreatic eruption occurred at the Shin-dake crater on August 3, 2014. As shown in Fig. 2, the eruption was preceded by precursory phenomena for 15 years. Seismicity increased in July 1999, and ground inflation was detected by Campaign Global Positioning System (GPS) in 2001. Seismicity and ground inflation continued thereafter. The seismicity increase and inflation of ground were followed by increase in geothermal activity, as shown by enlargement of geothermal anomaly zone as well as temperature increase around Shin-dake after around 2003 (Iguchi 2007), and demagnetization of thermal storage beneath the crater (Kanda et al. 2010). In accordance with increase in geothermal activity, fumarole was firstly found at the crater bottom in 2003, and white smoke was activated at the south crater wall in 2008 when change rate in baseline length increased (Fig. 2; Iguchi and Nakamichi 2015).

Fig. 1
figure1

Location of Kuchinoerabu-jima (bottom left) and distribution of GPS benchmarks (solid circles). Numbers 1–15 are corresponding to KUC1–KUC15, respectively. Circles with dashed lines represent craters of No-ike, Shin-dake, and Furu-dake

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Fig. 2
figure2

Changes in baseline length (top) and monthly number of volcanic earthquakes with indication of geothermal and fumarolic activities (bottom) between 1992 and 2014

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Among the precursory activity, ground inflation detected by campaign GPS observations was significant. It is characterized by large displacements around Shin-dake crater in contrast to minimal changes at the foot of the volcano. This suggests a shallow source, and a source was obtained at a depth of < 300 m below sea level (bsl) under an assumption of Mogi-type source (Mogi 1958) in homogeneous half space (Iguchi et al. 2007). However, it is difficult to obtain size and shape of the spherical source which must be small enough compared to its depth, and homogeneous half space may not be realistic considering complicated surface topography near the crater. A number of studies have applied a finite element method (FEM) to the modeling of ground deformation in order to examine how topographical effects or heterogeneity of ground affect and found that such factors affect to the results of deformation source analysis (e.g., Zhao et al. 2004; Ronchin et al. 2015).

In the present study, we applied an FEM to the GPS observation data in Kuchinoerabu-jima in order to obtain more precise shape and depth of the deformation source, taking effects of surface topography and heterogeneity of ground into account. We then discussed about the obtained deformation source from previous studies of seismic data and geomagnetic field. Also, we applied the obtained deformation source to the precursor tilt change before the August 3, 2014 eruption in order to estimate the intrusion amount. Finally, we discussed about the volume change of the deformation source before the eruption on August 3, 2014, in order to compare with that before the eruption on May 29, 2015, estimated from precise leveling surveys.

Observation and data analysis

Location of GPS benchmarks in Kuchinoerabu-jima Island is shown in Fig. 1. KUCG at the foot is a continuous GPS station. In August 1995, six benchmarks (KUC1–6) were installed around Shin-dake crater, and seven (KUC7–13) installed at the foot. Location of KUC2 is a first-order triangulation point. In January 2006, two benchmarks (KUC14 and 15) were added on Furu-dake (KUC14) and fumarolic field SW of Shin-dake (KUC15), respectively. Campaign GPS observations have been done in August 1995; March, May, and August 1996; September 1999; December 2000; December 2001; March and April 2004; February 2005; December 2006; February 2007; January and December 2008; April 2009; February 2010; January and December 2011; December 2012; and April 2014. Data from KUC2 and KUC13 were not available after January 2006 and December 2000, respectively. KUC1 and KUC7–12 experienced relocations in 2001 and 2004, respectively. Coordinates (longitude, latitude, and elevation) of the benchmarks are listed in Table 1. Campaign observations were conducted for approximately 48 h at the foot and 2 h around Shin-dake and Furu-dake. Sampling intervals were every 15 s. We used GPS receivers Leica SR399 and SR520. We used the software Leica Geo Office for baseline analysis. Leica Geo Office calculates daily position of each station assuming that the reference station does not change its position. In addition, it provides uncertainty of baseline length as the observation error. The reference of baseline analysis was set to be KUCG which is the only continuous GPS station among the data we used in the present study and is considered to have the highest quality.

Table 1 Coordinates of GPS benchmarks at Kuchinoerabu-jima, relative displacements with respect to KUCG during January 2006–April 2014, and uncertainty of change in baseline length
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Characteristics of ground deformation

Figure 3 shows temporal change of relative displacement of benchmarks with respect to KUCG during 1995–2014. Displacement became clear in 2001. Especially, KUC5 which locates west rim of Shin-dake crater moved 20 cm westward, 8 cm southward, and 20 cm upward during 2001–2014. After KUC14 and 15 were installed in 2006, rapid motions were detected in 2008–2009 and 2010–2013. Figure 4 shows relative horizontal and vertical displacements during January 2006–April 2014, when the most data were available, with respect to KUCG. Relative displacement with respect to KUCG and uncertainty of baseline length by Leica Geo Office for each benchmark are shown in Table 1. The uncertainty of change in baseline length between January 2006 and April 2014 was calculated as square-root of sum of squares of the uncertainty of baseline length for these two epochs. Most benchmarks located around the Shin-dake crater showed crater-centered radial horizontal displacements. There was a tendency that observed horizontal displacements at western rim of the Shin-dake crater were larger compared to those at eastern rim. In addition, benchmark KUC14 which locates near the cliff at Furu-dake (i.e., approximately 500 m south of the Shin-dake crater) showed westward horizontal displacement rather than crater-centered radial (southward) one. These characteristics cannot be explained by the simple Mogi model beneath Shin-dake crater as the previous studies did. On the other hand, small displacements with less than 2 cm were detected at the benchmarks located at the foot of Kuchinoerabu-jima. This characteristic implies that the depth of deformation source is quite shallow.

Fig. 3
figure3

Temporal change of in relative displacement of benchmarks with respect to KUCG during 1995–2014

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Fig. 4
figure4

a Relative horizontal displacement with respect to KUCG during January 2006–April 2014. b Same as a for relative vertical displacement with respect to KUCG

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Methods and results

Finite element method

In order to take topographic effects into account, we applied an FEM using the software Flex PDE Professional version 6.40 provided by PDE Solutions Inc. Figure 5 shows entire FE domain. We set the domain size as 100 × 100 × 50 km3 (129.7011–130.7351°E, 29.9911–30.8994°N, 0–50 km bsl). We set top of the domain as a free surface, and sides and bottom of the domain as fixed boundaries. As we used benchmarks inside Kuchinoerabu-jima in the present study, topography was introduced in the area within Kuchinoerabu-jima using digital elevation model (DEM) data provided by Kagoshima prefecture, and elevation of the outside area was assumed to be sea level (zero). Unfortunately, however, the DEM data provided by Kagoshima prefecture are lacking the data at southern foot of Kuchinoerabu-jima. Therefore, we complemented the lacking data using the elevation information from Google earth. The resolution of the DEM data from Kagoshima prefecture is 2.5 m, and we converted it into 100-m resolution. We got elevation from Google earth with the resolution of 100 m, similarly to our converted DEM data.

Fig. 5
figure5

FE domain set in the present study

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In addition to topographic effect, we took heterogeneity of ground into account. Yamamoto et al. (2005) and Triastuty et al. (2009) assumed a one-dimensional P-wave velocity structure as shown in Table 2. Assuming a Poisson’s ratio as 0.25 and V P/V S velocity ratio as 1.73, modulus of rigidity μ can be written as

$$ \mu = \frac{{\rho V_{\text{P}} }}{3} $$
(1)

where ρ is the density of ground. Currenti et al. (2007) found the following empirical formula between the density of ground and P-wave velocity:

$$ \rho = 1.2861 + 0.5498V_{\text{P}} - 0.0930V_{\text{P}}^{2} + 0.007V_{\text{P}}^{3} . $$
(2)

From Eqs. (1) and (2), modulus of rigidity can be calculated using the one-dimensional P-wave velocity structure as shown in Table 2. Based on the obtained values, we assumed a stratified structure as shown in Fig. 6, and applied to our FE domain.

Table 2 One-dimensional P-wave velocity structure of Kuchinoerabu-jima (Yamamoto et al. 2005; Triastuty et al. 2009), and calculated modulus of rigidity from Eqs. (1) and (2)
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Fig. 6
figure6

One-dimensional structure of modulus of rigidity applied to the FEM analysis

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Deformation source analysis

As we mentioned in “Characteristics of ground deformation” section, observed deformation was mostly radial patterns centered around Shin-dake crater, although there were some exceptions. Therefore, we applied a vertical spheroid source model. In order to minimize the difference between observation and calculation, we defined the f function as follows:

$$ f = \sum\limits_{i = 1}^{n} {\left[ {\left( {\frac{{dx_{i}^{\text{obs}} - dx_{i}^{\text{cal}} }}{{ex_{i} }}} \right)^{{^{2} }} + \left( {\frac{{dy_{i}^{\text{obs}} - dy_{i}^{\text{cal}} }}{{ey_{i} }}} \right)^{{^{2} }} + \left( {\frac{{dh_{i}^{\text{obs}} - dh_{i}^{\text{cal}} }}{{eh_{i} }}} \right)^{{^{2} }} } \right]} , $$
(3)

where dx i , dy i , and dh i are east–west, north–south, and up–down components of relative displacements at benchmark i with respect to KUCG; ex i , ey i , and eh i are east–west, north–south, and up–down components of observation error; n (= 13) is number of benchmarks except the reference station KUCG; and superscript obs and cal indicates observations and calculations. Since Leica Geo Office provided only uncertainty of baseline length as the observation error this time, we used this value as the criteria of observation error. Errors of horizontal displacements (ex i , ey i ) are set to be uncertainty of change in baseline length (i.e., ex i  = ey i  = uncertainty of change in baseline length). Errors of vertical components of GPS observation are generally approximately three times larger than those of horizontal components (e.g., Larson et al. 2007). Therefore, we set errors of vertical displacements (eh i ) to be three times of uncertainty of change in baseline length (i.e., eh i  = 3ex i  = 3ey i ). We set search range and step of each parameter as shown in Table 3. We searched the optimal values of horizontal location, depth, equatorial and polar radiuses, and internal pressure change of the source which minimize the f value between observed and calculated relative displacements with respect to KUCG using the forward modeling method. We set the initial location and depth of the source at Shin-dake crater and at 300 m below the crater bottom (i.e., 200 m asl), respectively, in accordance with the previous result (Iguchi et al. 2007), and searched an optimal set of model parameters by changing parameter values gradually.

Table 3 Search range and step, optimal value, and the minimum f value for each parameter
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Results

The obtained optimal values and 95% confidence intervals for each parameter and minimum f value are shown in Table 3, and Fig. 7a indicates source location and comparison of observed and calculated relative horizontal displacements. A vertical spheroid source with both equatorial and polar radiuses of 50 m (i.e., a spherical source with a radius of 50 m) was obtained beneath Shin-dake crater at a depth of 400 m above sea level (asl) (i.e., at a depth of approximately 100 m below the crater bottom). Figure 8 shows grid maps of the f value between parameter spaces. The parameters for the source are well constrained for the obtained values. The pressure increase of 361 MPa yields volume increase of 31,700 m3. The obtained spherical source can explain overall horizontal deformations: radial deformation patterns around Shin-dake crater, larger displacements at western rim compared to eastern one, and westward deformation at KUC14, as well as small deformation at the foot of Shin-dake and Furu-dake (Fig. 7a). Although there are some differences between observed and calculated vertical deformations due to their large errors, vertical deformation can be explained within the differences of approximately ± 5 cm (Fig. 7b).

Fig. 7
figure7

a Location of obtained deformation source (solid circle) and comparison of observed and calculated relative horizontal displacements with respect to KUCG (black and white arrows, respectively). b Comparison of observed and calculated relative vertical displacements with respect to KUCG

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Fig. 8
figure8

a A grid map of the f value for the parameter spaces of horizontal locations. The thick frame indicates 95% confidence interval estimated from the F test (Árnadóttir and Segall 1994). b Same as a for the parameter spaces of S–N location and depth. c Same as a for the parameter spaces of equatorial and polar radii at each optimal pressure change. The number indicates optimal pressure increase in MPa, and calculation did not converge for the cells without number

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Discussion

Applying an FEM, a shallow spherical source with a radius of 50 m was obtained beneath Shin-dake crater at a depth of 400 m asl, i.e., at a depth of approximately 100 m below the crater bottom. According to Lisowski (2007), strain ΔP/μ (where ΔP is internal pressure change; and μ is modulus of rigidity) ranges from 10−3 to 10−1, and the higher value is beyond the typical elastic limit of crustal rocks. The obtained source is within the layer with a modulus of rigidity of 4.52 GPa. The internal pressure change of + 361 MPa yields corresponding strain ΔP/μ of 0.0799. This value is within the range from 10−3 to 10−1, but possibly beyond the typical elastic limit of crustal rocks. Before the eruption on August 3, 2014, surrounding rocks of the source might have shown plastic behavior rather than elastic one. The eruption might have caused when the strain reached their fracture point.

We tested a Mogi model (Mogi 1958), as the previous studies did, to the deformation during January 2006–April 2014 for the purpose of comparing with the result of an FEM. We corrected the topographical effect by adding the elevations of the benchmarks to the source depth (Williams and Wadge 1998). We searched an optimal set of model parameters by a grid search method. The obtained optimal values and 95% confidence intervals for each parameter and the minimum f value are shown in Table 3, and source location and comparison of observed and calculated relative displacements with respect to KUCG are shown in Fig. 9. An inflation source was obtained beneath Shin-dake crater at a depth of 450 m asl, similarly to that of the result using an FEM. Although the Mogi model can explain crater-centered radial horizontal displacements around Shin-dake crater or small displacement at the foot, there are some differences between observation and calculation. Especially, westward displacement at KUC14 cannot be explained by Mogi model. The minimum f value for FEM model is approximately 12% smaller compared to that of Mogi model. Furthermore, its volume increase of 25,400 m3 yields its radial increase of 18 m if the original radius is zero (point source), which is too large under the assumption of Mogi model at extremely shallow depth.

Fig. 9
figure9

a Same as Fig. 6a for the result of Mogi-type model. b Same as Fig. 6b for the result of Mogi-type model

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Figure 9a seems to indicate that a NNW-SSE striking dike with a dip toward the west may also explain the deformation. Therefore, we applied the dislocation model for a half-infinite homogeneous elastic solid assuming a Poisson’s ratio of 0.25 (Okada 1992). We searched an optimal set of model parameters similarly to Mogi model. The obtained optimal values and 95% confidence intervals for each parameter and the minimum f value are shown in Table 3, and source location and comparison of observed and calculated relative displacements with respect to KUCG are shown in Fig. 10. The obtained dike can explain crater-centered radial horizontal displacements around Shin-dake crater or small displacement at the foot, and it provided the lowest f value among three models we applied. However, this model still cannot explain westward displacement at KUC14. In addition, this model cannot explain the tilt change at SDN tilt station before the eruption on August 3, 2014 as we will discuss later.

Fig. 10
figure10

a Same as Fig. 6a for the result of dislocation model. The solid rectangle indicates the obtained dike. The thick black line represents the top of the obtained dike. b Same as Fig. 6b for the result of dike model

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The location of obtained spherical deformation source using an FEM is similar to that obtained by previous studies (e.g., Iguchi et al. 2007) or our result based on Mogi model. Our result using an FEM, however, obtained the shape of the source as a sphere with a radius of 50 m (i.e., a diameter of 100 m), and the source can explain overall deformation, differently to the previous results or our result based on Mogi model. Especially, the location of KUC14, which showed a westward displacement, is a steep topography near the cliff, and should be highly affected by the topography preventing its reproduction by Mogi model.

Hypocenters of shallow volcano-tectonic (VT) earthquakes in 2006 estimated by Triastuty et al. (2009) are distributed at depths of 200–600 m asl beneath Shin-dake crater and coincide with the size and location of the obtained deformation source. They suggested that shallow VT earthquakes were caused by the intrusion of hydrothermal fluids into cracks beneath the crater and extensional stress resulted by the shallow ground inflation source. Accumulation of strain in the rocks around the pressurized deformation source may be one of the causes of the shallow VT earthquakes.

Kanda et al. (2010) obtained a two-dimensional resistivity model by audio-frequency magnetotellurics (AMT) method. They found two conductive regions: one is a shallow and thin conductive layer near the surface beneath the summit area; the other is a deep and thick layer at depths of 200–800 m bsl. They inferred that these regions were conductive clay minerals which are formed by the elevated temperature beneath the area around the current active craters or corresponding to past edifices of Furu-dake and No-ike. Since such clay-rich layers are considered to be impermeable, meteoric water may have been accumulated around the upper boundary of deeper conductive layer and may have formed an aquifer. The obtained deformation source is located between the two clay-rich layers. High-temperature volcanic gas or hydrothermal fluid has been continually supplied from deeper part toward the aquifer, and pressurized rock around the aquifer may have produced demagnetization as Kanda et al. (2010) noted. The obtained deformation source may be corresponding to the pressurized part of the aquifer.

We also applied the obtained spherical deformation source to the precursor tilt change at SDN tilt station located at north rim of Shin-dake crater, before the eruption on August 3, 2014 (Fig. 11a). The tilt change started at around 11:00 AM (local time; the same hereinafter), approximately one and half hour before the eruption. At around 12:00 PM, tilt change accelerated, and the eruption occurred at 12:24 PM. In total, uplift of southwest direction with tilt change of approximately 12.2 μrad was observed. This tilt change can be explained by pressure increase of 6 MPa in the obtained spherical deformation source (Fig. 11b). This internal pressure increase yields volume increase of 520 m3. In 1.5 h before the eruption, 520 m3 of volcanic materials were considered to be supplied toward shallower. We also tried to apply the obtained dike, but this model cannot explain the tilt change at its optimal opening (5 cm) as shown in Fig. 11b.

Fig. 11
figure11

a Tilt change at SDN on August 3, 2014 (Iguchi et al. 2017). b Observed tilt during 11:00 AM–12:24 PM (the black arrow) and calculated tilt (white and gray arrows) at SDN applying the obtained FEM spherical source (solid circle) and dike (gray rectangle), respectively

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Yamamoto et al. (2017) obtained the depth of inflation source during the period between August 2014 and March 2015 to be 7.0 km bsl beneath Shin-dake crater from the data of precise leveling surveys. They obtained volume increase as + 2.6 × 106 m3, two orders of magnitude greater than our result during the period between January 2006 and April 2014. A cross-sectional profile of the Kuchinoerabu-jima with deformation sources during the periods between January 2006 and April 2014, and between August 2014 and March 2015, with VT earthquakes zone is described in Fig. 12. Before the eruption on August 3, 2014, volcanic gas or hydrothermal fluid accumulated from deeper toward shallower at a depth of 400 m asl which caused VT earthquakes beneath Shin-dake crater. On the other hand, magma may have accumulated at a deeper part before the eruption on May 29, 2015, and its amount was two orders of magnitude greater than that accumulated toward shallower part before the eruption on August 3, 2014. Besides, magma migration from this deeper reservoir toward shallower may have occurred during the period between December 2014 and January 2015 as Iguchi et al. (2017) indicated from baseline shortening between eastern roof of Shin-dake and Yakushima which cannot be explained by the inflation of deeper source (Yamamoto et al. 2017) as well as increase in SO2 emission during this period.

Fig. 12
figure12

A cross-sectional profile of the Kuchinoerabu-jima with indication of the deformation sources obtained in the present study during 2006–2014 and previous study during 2014–2015 (Yamamoto et al. 2017), and VT earthquakes zone (Triastuty et al. 2009)

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Conclusions

An FEM allowed reproduction of overall deformation in Kuchinoerabu-jima, and to obtain more precise shape and depth of the deformation source, a spherical source with a radius of 50 m. Ground deformation is highly affected by the surface topography when the surface topography is steep, such as KUC14 which locates near the cliff.

The obtained deformation source may be corresponding to the pressurized aquifer, and shallow VT earthquakes and demagnetization may be caused by pressure and strain accumulation in the rocks around the aquifer.

Applying the obtained spherical source to the tilt change before August 3, 2014 eruption, we found that 520 m3 of volcanic materials were supplied toward shallower in 1.5 h before the eruption. The depth and volume change of deformation source before May 2015 eruption is deeper and two orders of magnitude greater compared to that before August 2014 eruption.

Abbreviations

GPS:

Global Positioning System

bsl:

below sea level

FEM:

finite element method

DEM:

digital elevation model

asl:

above sea level

VT:

volcano-tectonic

AMT:

audio-frequency magnetotellurics

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Authors’ contributions

KH participated in the study conception and design, acquisition, analysis and interpretation of data, and drafted the manuscript. MI participated in the study conception and design, acquisition and analysis of data, and helped to draft the manuscript with critical revisions. Both authors read and approved the final manuscript.

Acknowledgements

Some of the figures in this paper were prepared using generic mapping tools (Wessel and Smith 1995) and JPGIS data from the Geospatial Information Authority of Japan. We used DEM data provided by Kagoshima prefecture and elevation information from Google map in the present study. We also thank Dr. Yosuke Aoki and two anonymous reviewers for their helpful comments.

Competing interests

The authors declare that they have no competing interests.

Availability of data and materials

The datasets supporting the conclusions of this article are included within the article.

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Ethics approval and consent to participate

Not applicable.

Funding

This study was supported by the Ministry of Education, Culture, Sports, Science and Technology (MEXT) of Japan under its 7th Plan of Volcanic Eruption Prediction (2004–2008) and Earthquake and Volcano Hazards Observation and Research Program (2009–2013) and was supported by a grant for collaborative research from Disaster Prevention Research Institute (DPRI), Kyoto University.

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  1. Sakurajima Volcano Research Center, Disaster Prevention Research Institute, Kyoto University, Kagoshima, 891-1419, Japan

    • Kohei Hotta
    •  & Masato Iguchi

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Correspondence to Kohei Hotta.

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Hotta, K., Iguchi, M. Ground deformation source model at Kuchinoerabu-jima volcano during 2006–2014 as revealed by campaign GPS observation. Earth Planets Space 69, 173 (2017) doi:10.1186/s40623-017-0763-7

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Keywords

  • Kuchinoerabu-jima
  • Campaign GPS observation
  • Finite element method