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Various far-field hydrological responses during 2015 Gorkha earthquake at two distant wells


Aquifer hydraulic parameter can change during earthquakes. Continuous monitoring of the response of water level to seismic waves or solid Earth tides provides an opportunity to document how earthquakes influence hydrological properties. Here, we use data of two groundwater wells, Dian-22 (D22) and Lijiang (LJ) well, in southeast Tibet Plateau in response to the 2015 Mw 7.8 Gorkha earthquake to illustrate hydrological implications. The coherences of water level and seismic wave before and after the far-field earthquake show systematic variations, which may confirm the coseismic dynamic shaking influence at high frequencies (f > 8 cpd). The tidal response of water levels in these wells shows abrupt coseismic changes of both phase shift and amplitude ratio after the earthquake, which may be interpreted as an occurrence in the vertical permeability of a switched semiconfined aquifer in the D22 well, or an enhancement unconfined aquifer in the LJ well. Using the continuous short-term transmissivity monitoring, we show that the possible coseismic response for about 10 days and instant healing after 10 days to the causal earthquake impact. Thus, the dynamic shaking during the Gorkha earthquake may have caused the short-term aquifer responses by reopening of preexisting vertical fractures and later healing at epicentral distances about 1500 km.


It has been widely reported that earthquakes can cause various hydrological responses, such as changes in groundwater level (Roeloffs 1998; Brodsky et al. 2003), increases in stream flow (Muir-Wood and King 1993; Manga, 2001; Wang et al. 2004a; Wang and Manga 2015), water-temperature variations (Mogi et al. 1989; Shi et al. 2007; Wang et al. 2013; Shi and Wang 2014; Zeng et al. 2015; Ma 2016) and chemical composition release (Claesson et al. 2004; Skelton et al. 2014; Zeng et al. 2015), which are always interpreted by induced underground water transport (e.g., Claesson et al. 2007; Wang et al. 2013). Different mechanisms have been proposed to explain these coseismic transport enhancement phenomena, including changes in aquifer permeability or storativity (Rojstaczer et al. 1995; Wang et al. 2004a; Manga et al. 2012; Zhang et al. 2019a, b), static stress and dynamic stress induced pore pressure diffusion (Muir-Wood and King 1993; Jónssonet al. 2003), consolidation/liquefaction of saturated sediments (Manga 2001; Manga et al. 2003), rupturing and unclogging of fractures (Sibson and Rowland 2003; Wang et al. 2004b), and water recharging tank (Kagabua et al. 2020). In phenomenological analysis of this underground flow, the coseismic change in permeability always can be adopted, which also usually attaches to horizontal flow in observation wells (Elkhoury et al. 2006; Xue et al. 2013; Shi et al. 2015) since permeability of a layered groundwater system in the horizontal direction is normally larger than that in the vertical direction (Liao et al. 2015). Recent studies show that near field and intermediate earthquakes may also breach the aquitards between aquifers and increase vertical permeability (Wang et al. 2004a, 2018; Shi and Wang 2014, 2016; Zhang et al. 2019a, b) that can explain some unexpected aquifer hydrological responses at near field.

Groundwater level monitoring plays an important part in the earthquake prediction program in China, and a nationwide groundwater monitoring well network has been constructed for this purpose (Shi et al. 2015). In this work, we examine the water-level responses at the Dian-22 (D22) and Lijiang (LJ) wells at southeast margin of Tibet Plateau due to the 2015 Mw 7.8 Nepal Gorkha earthquake (Fig. 1). The distant earthquake (> 1000 km) induced distinct coseismic water-level responses in these two adjacent wells at successive days. The D22 well may be caused by a switched coseismic vertical diffusion, while the LJ well may be caused by a coseismic enhancement in vertical aquifer leakage. It indicates the seismic wave may induce vertical groundwater flow in this far field. We try to interpret the earthquake-induced changes using moving time-window coherence with regards to seismic and atmospheric excitations to identify the time-dependent hydrological responses in preseismic, coseismic and postseismic phases. Thus, the tidal responses of groundwater in these wells are further interpreted by the transmissivity variations by continuous tidal analysis using different ground flow models. Furthermore, we infer that the preexisting factures unclogging and reclogging by seismic shaking during the earthquake and the local site amplification may favor this effect on shallow hydrological systems at epicentral distances > 1000 km.

Fig. 1
figure 1

Map showing the locations of the D22 well and LJ well (red solid triangles). ‘Beach ball’ shows the epicenter and focal mechanism of the 2015 Mw 7.8 Gorkha earthquake (Avouac et al. 2015). Black lines denote the location of surface faults on the Chinese mainland (Deng et al. 2006). The blue and purple lines indicate the variation amplitude and duration of water-level responses to The Gorkha earthquake, respectively

Observations and data

The April 2015 Nepal Gorkha earthquake occurred at Main Himalayan thrust (MHT) for ~ 140 km east–west and ~ 50 km across strike and 80 km WNW of Kathmandu, with a hypocentral depth of ~ 15 km. The focal mechanism indicated thrusting on a sub-horizontal fault dipping at ~ 10° north, which nucleated approximating to the brittle–ductile transition and propagated east along the MHT but did not rupture to the surface (see Fig. 1; Avouac et al. 2015; Elliott et al. 2016).

We have collected the water-level data from two distant wells with distinct coseismic responses to the earthquake located in the south boundary of the Tibet Plateau (also see Fig. 1). The D22 well is located near the center of Luxi Basin. According to drilling data, the well with 200.17 m depth is cased with pipe to 95.57 m, with a screened interval between 95.57 and 200.17 m. It is drilled with a diameter of 168 mm to 6.1 m, and with a diameter of 146 mm from 6.1 and 56.84 m. The diameter between 56.84 and 95.57 m is 127 mm, and at much deeper levels the well has no casing (see details in Fig. 2a and Table 1). The LJ well is situated at the north end of Honghe (HH) fault zone, at the intersection of Lijiang–Jianchuan (LJ-JS) fault and Zhongdian–Dali (ZD-DL) fault (Feng et al. 2004). The well is drilled to 310 m and cased with pipe to 240 m, with a screened interval between 240 and 310 m. Within 20 m depth, the well diameter is 194 mm. And the diameter reduces to 166 mm to the depth of 80 m. At depth of 80–240 m the well diameter is 127 mm. The rest part of the well has the diameter of 108 mm (see details in Fig. 2b and Table 1).

Fig. 2
figure 2

Wellbore structure and lithology of the D22 well (a) and LJ well (b)

Table 1 Observation wells to Gorkha earthquake

The water level is measured by an LN-3A digital water-level gauge (Institute of Seismic Science, China Earthquake Administration). It converts the reading of the digital pressure measurement into the groundwater level. The sampling is 1 min with the resolution of 1 mm, and the absolute accuracy is 0.2%. The along well seismic waves are recorded by the CTS-1 broad-band seismometer with sampling of 0.01 s. Seismic-wave and water-level data collected from February 8 to August 7 2015 are analyzed.

Coseismic response identifications

Preseismic, coseismic and postseismic water-level changes caused by the Gorkha earthquake are clearly identified in the seismic wave and water-level data (Figs. 3 and 4). Compared with the long-term water-level oscillation, the water-level show obvious coseismic impulses with short-term sustained postseismic variation mentioned as the duration times (see Fig. 1). The approximate durations of the short-term coseismic water level sustainable changes (the recovery times) are also measured by when the water level decreases down to 5% of the maximum coseismic response with the tidal response removal. The amplitudes of the coseismic water-level changes are also shown in Table 1 and Fig. 1. We calculate the difference between the levels within 2 h after the origin time of the Gorkha earthquake to get the amplitude of the oscillation in each well (Ma and Huang, 2017).

Fig. 3
figure 3

Vertical velocity seismic wave records at the D22 (a) and LJ (b), The unit is nm/s. The red dotted lines represent the earthquake origin time. PGV represents the ground peak velocity of seismic wave. RW is the arrival time of Rayleigh wave

Fig. 4
figure 4

Water levels at the D22 (a) and LJ (b). The red dotted lines represent the earthquake origin time. RW is the arrival time of Rayleigh wave. TR is the tidal response of water level

On comparing the seismic wave (Fig. 3) with the water level (Fig. 4), it is easy to distinguish the coseismic water-level response to the Gorkha earthquake in the D22 well and LJ well whose maximum amplitudes of 0.76 m and 0.16 m, respectively. The duration times of the coseismic water-level changes are 109 min and 97 min. By exact checking of the seismic-wave and water-level time windows, we can discover that the coseismic water-level response mainly corresponds to the Rayleigh surface-wave arrival times (see Figs. 3 and 4). These results suggest that the oscillation amplitudes and afterward durations of the coseismic water-level changes are associated with teleseismic surface-wave oscillations.

Coseismic coherency analysis

To estimate how the seismic wave influences the water level, we first calculated the cross ordinary coherence functions \({\gamma }_{xy}^{2}\) among the water level, vertical velocity seismograms and barometric pressure for each station (Lai et al. 2013). The ordinary coherence function is defined as

$${\gamma }_{xy}^{2}=\frac{{\left|{G}_{xy}(\omega )\right|}^{2}}{{G}_{xx}\left(\omega \right){G}_{yy}(\omega )},$$

where \({G}_{xx}(\omega )\) and \({G}_{yy}(\omega )\) are the power spectra of two signals, respectively, and \({G}_{xy}(\omega )\) is the cross-power spectrum between them.

In the calculation, we use the data of each 3 days around the earthquake from April 23, 2015 to April 28, 2015. These data are continuous and stable. The time window and overlap are 1024 min and 512 min, respectively. We calculate the coherence before, around and after the earthquake origin time (Figs. 5 and 6). Previous studies show that the barometric pressure and Earth tide are two persistent factors affecting the water-level change (e.g., Lai et al. 2013; Zhang et al. 2019a, b). Because barometric pressure is one of the factors of well water-level change, the coseismic influence of seismic wave on water level in a well may be contaminated by it. We must exclude the possibility that barometric pressure has influence on the seismic wave, and determine the potential coseismic relationship between seismic wave and water level. The great transfer efficiency of semidiurnal tide for water level locates around 1–8 cpd. In the low-frequency band (f < 1 cpd), the barometric pressure also shows the great transfer efficiency for most wells whose ordinary coherence functions are up to 0.9. In the high-frequency band (f > 8 cpd), both efficiencies for water level decrease though (Lai et al. 2013). However, in the D22 well, we can observe the high efficiencies from barometric pressure, which may be caused by the in-well barometer. The coseismic shaking breaks this high coherence in this high-frequency band (Fig. 5c second panel), while the water-level response to velocity show the coherence enhancement between the preseismic and postseismic stages (see Figs. 5a, second panel). At the postseismic stage, the low-frequency (f < 8 cpd) transfer efficiencies of velocity from water level and barometric pressure increases (up to 0.7) in semidiurnal tide band which may represent in-phase responses of the semidiurnal tides and post seismic hydrological recovery. The coseismic coherence of barometric pressure and vertical velocity shows little downward at high frequencies. In the low-frequency band, the increased coherence may represent the tide transfer efficiencies in the both time series. In the LJ well, we can observe the similar water level in response to the velocity excited by the seismic waves at different stages (Fig. 6a). The barometric pressure transfer efficiencies to water level do not show obvious coseismic change as mainly affected in the 1–8 cpd (Fig. 6c), as previous mentioned (Lai et al. 2013). It is noted that the coherence between the velocity and barometric pressure show the similar coseismic decrease in the high-frequency band (f > 8 cpd) as that between the water level and barometric pressure in the D22 well (comparing Figs. 5c and 6b). An open well barometric pressure and seismic wave observation may make this correspondence. The relative high coherence except the coseismic stage may come from the wind noise. In short, the Gorkha earthquake coseismic responses directly may shake in high-frequency band (f > 8 cpd), and further switched the low-frequency semidiurnal tide transfer efficiencies (1–8 cpd), which further illustrate far field the hydrological responses to the great earthquake.

Fig. 5
figure 5

Gorkha earthquake preseismic, coseismic and postseismic coherences between water level and vertical velocity (a), barometric pressure and vertical velocity (b), as well as water level and barometric pressure (c) in the D22 well. WL, VV and BP are abbreviations of water level, coseismic and barometric pressure, respectively. Figure 6 Gorkha earthquake preseismic, coseismic and postseismic coherences between water level and vertical velocity (a), barometric pressure and vertical velocity (b), as well as water level and barometric pressure (c) in the LJ well. WL, VV and BP are abbreviations of water level, coseismic and barometric pressure, respectively

Fig. 6
figure 6

Gorkha earthquake preseismic, coseismic and postseismic coherences between water level and vertical velocity (a), barometric pressure and vertical velocity (b), as well as water level and barometric pressure (c) in the LJ well. WL, VV and BP are abbreviations of water level, coseismic and barometric pressure, respectively

Aquifer tidal response analysis

Among the tidal constituents, the O1 and M2 tides have large amplitudes and with low barometric effect. Therefore, they are the constituents most widely used in tidal analysis (e.g., Zhang et al. 2016; Wang et al. 2019). The M2 tide is more popular for its higher accuracy at 12.42 h period (Hsieh et al. 1987; Rojstaczer and Agnew 1989; Doan et al. 2006), which we apply for the following tide analysis.

The amplitude and phase responses of water level to the M2 tide can reflect aquifer storativity and permeability around well (Hsieh et al. 1987; Elkhoury et al. 2006; Doan et al. 2006; Xue et al. 2013). In a confined system, high permeability usually causes small phase lags, whereas low permeability results in large phase lags. The amplitude response is primary to measure specific storage (Zhang et al. 2016).

According to Cooper et al. (1965), the steady fluctuation of water level in a well occurs at the same frequency as the harmonic pressure head disturbance in the aquifer which, however, leads to different amplitude and phase shift. Hsieh et al. (1987) described the pressure head disturbance and water-level response as

$${h}_{f}={h}_{0}\text{exp}\left(i\omega t\right),$$
$$x={x}_{0}\text{exp}(i\omega t),$$

where \({h}_{f}\) denotes the fluctuating pressure head in the aquifer.\({h}_{0}\) is the complex amplitude of the pressure head fluctuation.\(x\) is the water level from the static position. \({x}_{0}\) is the complex amplitude of the water-level fluctuation. t indicates the time. \(\omega =2\pi /\tau\) is the frequency of fluctuation, where \(\tau\) is the period of fluctuation. The ratio between the amplitude of the water-level and that of the pressure head defines the amplitude response A as


The phase shift is defined as

$$\eta =\text{arg}({x}_{0}/{h}_{0}),$$

where arg() is the argument of a complex number.

Figures 7 and 8 show the M2 tidal wave amplitude and phase response of water level in the D22 and LJ well, respectively. The blue error bars indicate the root-mean-square error (RMSE) of the tidal analysis. The bottom panels in figures (a) and (b) are the magnifications of the corresponding period of the gray background in the top panels, respectively. The M2 tidal signal is decomposed using the Baytap-G software based on Bayesian statistics (Tamura et al. 1991). Steps and spikes caused by instrument malfunctions or maintenance work are removed before the analysis. The barometric correction is performed by local barometric data. We use the data from February 8 to August 7 in 2015 when there were no other large earthquakes. The 10-day time window is selected to determine the amplitude and phase responses, since Elkhoury et al. (2006) have proven that using 240-h or 10-day time window can differentiate the M2 and S2 tidal constituents sufficiently. We have applied the Baytap-G software with different time windows to two different synthetic datasets (see Additional file 1: Text S1–S2 in the support information). The phase-shift estimations have proven that a 10-day time window is sufficient to separate the M2 and S2 tides and detect the phase changes (see Additional file 1: Figures S1–S4). Previous study (Shi et al. 2013) and our test may validate that the Baytap-G software with this fine time window selection can applied appropriately for the M2 tide analysis. In our data processing, the time label for each time window is the last day of the 10 days for the causal signal of the coseismic hydrological response which the past influences the present (Menke and Menke 2016). We thought in this way the coseismic changes can be reflected causally in time. Otherwise, there may be a delay for the standardization of coseismic variations in this small time-step analysis. We find during the coseismic days, the responses show significant variations that break the background long-term seasonal trend. The transient amplitude ratio decrease and the transient phase-shift increase in both wells caused by the Gorkha earthquake in two wells can be clearly distinguished and identified, which are consistent to the time-dependent coherence analysis. Near zero phase before the earthquake becomes positive after the earthquake for the D22 well (from 0° to 10°). While the positive phase before the earthquake becomes larger after the earthquake for the LJ well (from 7° to 9°), and restores at the postseismic phase. When the day of the coseismic well water-level response appears into the end of the time window, the changes of the response show in the fitting for amplitude and phase shift. The larger variations of amplitude ratio, and phase shift appears when the successive days after the earthquake go into the time window. But, we also find when the coseismic day moves out the beginning of the time window, the tidal response damps as the ordinary time. A complete successive causal impact may induce the intensive tidal responses in both amplitude and phase shift in the wells.

Fig. 7
figure 7

Amplitude ratio (a) and phase response (b) of D22 well at M2 wave frequency change with time. Amplitude response is amplitude ratio of earth tide and water level. Dotted line shows the origin time of 2015 Gorkha earthquake (Beijing time). Blue error bars indicate the error of the tidal analysis. Bottom panels in figures a and b are the magnifications of the corresponding period of the gray background in the top panels, respectively

Fig. 8
figure 8

Amplitude ratio (a) and phase response (b) of LJ well change with time at M2 wave frequency. Amplitude response is amplitude ratio of earth tide and water level. Dotted line shows the origin time of 2015 Gorkha earthquake (Beijing time). Blue error bars indicate the error of the tidal analysis. Bottom panels in figures a and b are the magnifications of the corresponding period of the gray background in the top panels, respectively

Mechanisms for the water-level variations during the earthquake

Many studies have applied the tidal response of the water level to study the permeability change of well-aquifer systems (Elkhoury et al. 2006; Xue et al. 2013; Lai et al. 2014; Shi and Wang 2014; Yan et al. 2014; Shi et al. 2015; Zhang et al. 2019a, b). The most common method used for permeability change estimation from tidal analysis was demonstrated by Hsieh et al. (1987). For a homogeneous, isotropic, laterally extensive, and confined aquifer, the phase shifts between Earth tides and water level are assumed to be caused by the time required for the water to flow into and out of the well, related to the aquifer properties. In this case, the drainage effect of groundwater level is ignored and the resulting phase shift should always be negative due to the time required for water to horizontally flow. The near zero phase shift in the D22 well sometimes show negative value, which may be interpreted by this model (Elkhoury et al. 2006). For the coseismic positive phase shifts observed in the D22 well and in the LJ well, which mean preceding water level to tidal strain, Hsieh’s model no longer suffices. Roeloffs (1996) presented another model in which vertical diffusion of pore pressure to the water table can cause wave-level change in advance. Figure 7 shows that in the D22 well, the coseismic phase response changes to be positive and restores to be near zero gradually after the earthquake. Thus, these phase responses are a combination of normal phase lag caused by wellbore storage effect (aquifer confined) and coseismic phase lead caused by pore diffusion (aquifer not well confined). These observed phase responses can be considered a measurement of permeability for either horizontal or vertical fluid flows (e.g., Lai et al. 2013, 2014).

Estimation of the aquifer property changes

The coseismic phase shift of the D22 well that varies within 0°–10° could be interpreted as a switched vertical diffusion (Shi and Wang 2016). Nevertheless, the preseismic and postseismic situations need to be identified. Based on Hsieh’s horizontal flow model, the transmissivity T of aquifers can be estimated, which is the rate of water transmission through a unit width of aquifer under a unit hydraulic gradient as (Doan et al. 2006):

$$\eta =-{\text{tan}}^{-1}(F/E),$$


$$E = 1 - \frac{{\omega r_{c}^{2} }}{2T}\left[ {\Psi Ker\left( \alpha \right) + \Phi Kei\left( \alpha \right)} \right] \approx 1 - \frac{{\omega r_{c}^{2} }}{2T}Kei(\alpha) ,$$
$$F=\frac{\omega {r}_{c}^{2}}{2T}[\Phi Ker(\alpha )-\Psi Kei(\alpha )]\approx \frac{\omega {r}_{c}^{2}}{2T}Ker(\alpha ),$$
$$\alpha =(\omega S/T{)}^{-1/2}{r}_{w},$$

where S is the dimensionless storage coefficient. Ker and Kei are the zero-order Kelvin functions. \({r}_{w}\) is the radius of the well, and \({r}_{c}\) is the inner radius of the casing. ω is the frequency of the tide. \({r}_{w}\) and \({r}_{c}\) can be gotten from drilling data (Fig. 2a). \(\Phi =\frac{-\left[Ke{r}_{1}\left(\alpha \right)+Ke{i}_{1}\left(\alpha \right)\right]}{{2}^{1/2}\alpha \left[Ke{r}_{1}^{2}\left(\alpha \right)+Ke{i}_{1}^{2}\left(\alpha \right)\right]}\) and \(\Psi =\frac{-\left[Ke{r}_{1}\left(\alpha \right)-Ke{i}_{1}\left(\alpha \right)\right]}{{2}^{1/2}\alpha \left[Ke{r}_{1}^{2}\left(\alpha \right)+Ke{i}_{1}^{2}\left(\alpha \right)\right]}\), where \(Ke{r}_{1}\) and \(Ke{i}_{1}\) are the first-order Kelvin functions. Finally, the horizontal transmissivity Th can be estimated in the D22 well of a confined aquifer above 10–4 m2/s at before and after the earthquake with low phase shift (Zhang et al. 2019b). While in a vertical pore-pressure diffusion model with positive phase shift, the pressure spreads to the free surface, the amplitude of the tide disappears (Roeloffs 1996). At the tidal frequencies, the skin length may exceed the depth of the shielding layer under where to measure the well pressure diffusion as (Shi and Wang 2016):

$$D\frac{{\partial }^{2}p}{\partial {z}^{2}}+B{K}_{u}\frac{\partial \varepsilon }{\partial t}=\frac{\partial p}{\partial t},$$
$$p\left(z\to \infty \right)=B{K}_{u},$$

where the solution can be written as

$$p\left(z,\omega \right)=B{K}_{u}\varepsilon \left(1-{e}^{-\left(1+i\right)z/\sqrt{2D/\omega }}\right),$$

representing the pore-pressure fluctuation at depth z. B is Skempton’s coefficient. \({K}_{u}\) is the bulk modulus of the saturated rock under undrained conditions. ɛ is the change in the volumetric strain. D is the hydraulic diffusivity. With the relation of vertical transmissivity Tv = DS, Fig. 9 shows the switched coseismic vertical transmissivity Tv in the D22 well above 3 \(\times\) 10–6 m2/s. Considering the coherence between water level and barometric pressure is nearly 0.8 before and after the Gorkha earthquake, without distinct declinations, these results provide evidence that aquifer was confined both before and after the earthquake, which is also insensitive to changes in the horizontal transmissivity while Th > 10–4 m2/s in this well. While the coseismic turned positive phase may mean the instant seismic wave induced vertical diffusion, which also breaks the barometric efficiency in the high-frequency band (see Fig. 5c second panel).

Fig. 9
figure 9

Time-dependent transmissivity of the D22 well based on M2 tide analysis. Dotted line shows the origin time of 2015 Gorkha earthquake. Tv is calculated from the vertical pore-pressure diffusion model

The phase shifts of LJ well are all positive, which may indicate leakage to the water table as the unconfined aquifer model. Figure 10 shows the coseismic enhancement of vertical transmissivity around the Gorkha earthquake. Although a hydrogeological background of layered aquifer–aquitard system may bring controversy, a surface hydrological estimation has justified the tide insensitive high horizontal transmissivity in the LJ well (Liao and Wang, 2018). Therefore, the vertical pore pressure diffusion model is applicable to interpret the coseismic response in the LJ well.

Fig. 10
figure 10

Time-dependent transmissivity of the LJ well based on M2 tide analysis. Dotted line shows the origin time of 2015 Gorkha earthquake. Tv is calculated from the vertical pore-pressure diffusion model

Discussion and conclusions

For the D22 well, the coseismic positive phase shift from 0° to 10° (Fig. 7) indicates vertical diffusion in a semiconfined well-aquifer system during the earthquake. We use the data from February 8 to August 7, 2015 to analyze the tidal response over a long period and identified the coseismic well water-level responses. It indicates that the well-confined aquifer before the Gorkha earthquake became semiconfined after the earthquake shaking arrival. These shifts recover at the 11th day after the earthquake plausibly related to the time window, which means a relative short-term hydrological process. Maybe, these short-term variations are captured by the small time-steps which may be sometimes ignored by the long-term tide analysis. This switch may have been caused by a reopening of vertical fractures (Liao et al. 2015), which would reseal over time (Fig. 7). Therefore, the change of aquifer type lasted 10 days and instantly recovered (Fig. 9). It is noted that the 10 days change represented the vertical reopening, and the successive meant the covariant change in clogging. The instant recovery can be interpreted as the high-frequency seismic wave induced the tiny mineral particle unclogging movement in the narrow pore throat in possible vertical fractures in marl stone, hereafter minerals instantly reclogged by the vertical water diffusion after the high-frequency shaking.

For the LJ well, the coseismic enhancement in positive phase shift and decrease in amplitude ratio of the response to the M2 tide break the seasonal downward phase shift and upward amplitude ratio in 2015 (Liao and Wang 2018). Knowing the Gorkha earthquake, they can be identified as causal impact by the earthquake (Fig. 8), as the expected behaviors of unconfined aquifers. We can also infer that the Gorkha earthquake had only short-time influence on the continuously seasonal vertical leakage at the LJ well. The LJ well remained well unconfined during the earthquake. By the continuous monitor of the vertical transmissivity (Tv), the distinct enhancement 8th day after the earthquake can last 3 days (see Fig. 10). The total recovery to the preseismic state also happened at 11th day after the earthquake. The enhancement of the vertical transmissivity following the Gorkha earthquake may be caused by the further unclogging of preexisting fractures aligned with the local groundwater flow perturbation after the shaking of seismic waves, which is also followed by an instant recovery to the common state.

Many studies have documented the earthquake-induced water permeability switching and enhancement in the near field (epicentral distance < 1 rupture length) and intermediate field (Rojstaczer et al. 1995; Manga and Rowland 2009; Manga et al. 2012; Shi and Wang 2014, 2016; Wang and Manga 2015; Wang et al. 2018). The postseismic healing or reclogging of fractures permeability will restore permeability (Xue et al. 2013; Shi and Wang 2015). The epicentral distances for the Gorkha earthquake of the two wells are similar in far field (several times rupture length ~ 1500 km, see Table 1). Using the empirical seismic energy estimation as (Wang 2007):

$$\text{log}\left(r\right)=0.48M-0.33 {log}e\left(r\right)-1.4,$$

where r is the actual epicentral distance in kilometers, M is the earthquake magnitude, and e is the seismic energy density (in Jm−3). The seismic energy density at the D22 well was \(3.4\times {10}^{-3}\) Jm−3, while at the LJ well was \(2.8\times {10}^{-3}\) Jm−3, using this relation derived in southern California, which were not consistent to the peak ground velocity (PGV) estimated from the seismograms (Fig. 3). The PGV at the LJ well was two orders of magnitude greater. However, the epicenter distance of it is longer (1530.9 km), and coseismic water-level response magnitude and duration was shorter (Fig. 1 and Table 1), which may induce the corresponding response in water level. We also calculated the static strain caused by the Gorkha earthquake based on the Okada model (Lin and Stein 2004; Toda et al. 2005; Zhang et al. 2015), which turns out to be about magnitude of 10−12 (positive for dilatation). It is too small to cause water-level rise, indicating that the effects of static strain on the coseismic water-level change in the far field are negligible. The water-level changes may only be caused by the dynamic strain induced by seismic waves. We infer that the local site amplification effect may make these abnormal seismic responses, which may further differ the hydrological responses under the hydrogeological backgrounds (Liao and Wang 2018). The main aquifer lithology of the LJ well is dolomitic limestone that is aquitard, but more suitable for fracture development than the marl stone in the D22 well (e.g., Mavko et al. 2003). Under the rough estimation of seismic energy at the two wells, about \({10}^{-3}\) Jm−3 is capable of triggering different hydrological responses (Wang and Manga 2015). Therefore, it is reasonable to deduce whether the vertical fracture becomes active and totally heals at these two far-field wells can be referred to the high-frequency seismic waves. Aquifer-type change may occur at the D22 well. The unclogging and reclogging may represent the tiny mineral colloidal particle movement and accumulation in narrow pore throat induced by the less seismic energy during the earthquake (see Fig. 3).

Comparing Figs. 9 and 10, we can see instant healing process during about 10-day period after the Gorkha earthquake. At the D22 well, the aquifer-type change of the switched vertical transmissivity changed from \(0\) m2/s to around \(1\times {10}^{-5}\) m2/s after the earthquake and decreased further to \(0\) m2/s of total vertical healing. The distinct vertical transmissivity changes induced by the earthquake in the LJ well lasted 10 days. The persistent vertical transmissivity changed from about \(1.3\times {10}^{-5}\) m2/s to 1.7 \(\times {10}^{-5}\) m2/s, but returned to \(1.2\times {10}^{-5}\) m2/s as the preseismic stage. These resealing may have been caused by the partial blocking of preexisting fractures induced by the Gorkha earthquake, indicating that the local hydrogeological conditions (e.g., permeability, aquifer lithology, and fracture aperture) are important to the recovery process.

The coherence of water level and seismic wave indicated that the coseismic hydrogeological responses were induced by high-frequency (f > 8 cpd) ground oscillations with the high dynamic seismic energy. The recoveries only lasted 10 days which also means high-frequency impact did not make persistent change in aquifer system, different from that as reported after the 2011 Tohoku earthquake (see Zhang et al. 2019b). With the observations of short time-step, we can discover this short-term change. The wells are distant (about 1500 km) to the epicenter, and they are all affected by the Tibet plateau geological evolution. The various far-field hydrogeological responses, especially a coseismic aquifer-type change to semiconfined, may be considered as a significant factor in earthquake fluid monitoring in the seismic active area to great earthquakes.

Availability of data and materials

The data used in this study can be applied from the National Earthquake Data Center of the China Earthquake Administration (


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We thank the China Earthquake Administration for providing the data used in this study.


This research is financially supported by the National Natural Science Foundation of China (NSFC), under Grant No. 41774119), the special Fundamental Research Funds for the Central Universities (2042017kf0228) and Wuhan University Experiment Technology Project Funding (WHU-2019-SYJS-12).

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XH and YZ carried out most of geologic investigation, data collection, and data pre-treatment. XH finished the calculation and analysis of coherence and tidal responses and calculated the transmissivities. YZ finished the coseismic hydrological analysis. XH and YZ conceived and coordinated the study, drafted and approved the manuscript. All authors read and approved the final manuscript.

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Correspondence to Yu Zhang.

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Supplementary Information

Text S1.

Additional file 1: Two 1-hour sampling 60-day synthetic data without and with an impulse. Text S2. Phase-shift estimation using the Baytap-G software. Figure S1. The 1-hour sampling 60-day synthetic data with a phase change in the M2 period on the 31st day. The red dotted line represents the time when the phase change occurs. Figure S2. The 1-hour sampling 60-day synthetic data with a phase change in the M2 period and an impulse on the 31st day. The red dotted line represents the time when the phase change and the impulse occur. Figure S3. The phase shift with error bars of the 60-day synthetic data without (a) and with the impulse (b) to the M2 tide using the Baytap-G software with different time windows. The highlighted error bars indicate the error of the tidal analysis. The black dotted lines represent the time when the phase change or the impulse occurs. The vertically downward red arrows point the last time windows that contain the phase change. Figure S4. The phase shift with error bars of the 60-day synthetic data without (a) and with the impulse (b) to the S2 tide using the Baytap-G software with different time windows. The highlighted error bars indicate the error of the tidal analysis. The black dotted lines represent the time when the phase change or the impulse occurs.

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Huang, X., Zhang, Y. Various far-field hydrological responses during 2015 Gorkha earthquake at two distant wells. Earth Planets Space 73, 119 (2021).

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  • Earthquake
  • Water level
  • Coherence
  • Tidal response
  • Transmissivity