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Article

Time Distribution of Strong Seismic Events in the Fore-Sudetic Monocline in Context of Signals Registered by Water-Tube Gauges in Książ Geodynamic Laboratory

1
Space Research Centre, Polish Academy of Sciences, Bartycka 18A St., 00-716 Warsaw, Poland
2
Faculty of Geoengineering, Mining and Geology, Wrocław University of Science and Technology, Wyb. Wyspianskiego 27 St., 50-370 Wrocław, Poland
*
Author to whom correspondence should be addressed.
Sensors 2021, 21(5), 1603; https://doi.org/10.3390/s21051603
Submission received: 28 December 2020 / Revised: 13 February 2021 / Accepted: 20 February 2021 / Published: 25 February 2021
(This article belongs to the Section Remote Sensors)

Abstract

:
Changes in the stress field in Świebodzice Depression (ŚU) unit area are the reason of complex kinematics of the rock blocks consisting of rotations and horizontal/vertical displacements. The measurement system of the Geodynamic Laboratory in Książ, associated with rock blocks which are separated by faults, is a natural detector of tectonic activity. Installed in laboratory long water-tube gauges allowing to determine the functions of tectonic activity—TAF, and their derivatives. A comparison of the TAF with the seismic activity of the Fore-Sudetic Monocline showed that the strong seismic shocks (magnitude ≥3.6) occur in the Monocline only during defined and repeatable phases of the kinematic activity of the ŚU. Observed concordance proves the thesis of the existence of a large-scale, and largely homogeneous field of tectonic forces which, at the same time, cover the ŚU and the Fore-Sudetic Monocline units. The results of comparison between seismic events temporal distribution and phases of tectonic activity of the ŚU orogen indicate existence of the time relation between function of derivative of the tectonic activity (TAF) and seismic events.

1. Assumption about a Homogeneous Large-Scale Field of Tectonic Forces in the Central Europe

Carrying out research on the time dependences of the seismic activity in the Fore-Sudetic Monocline (FSM) and the tectonic activity of the Świebodzice Depression unit (ŚU) are justify only in the case of correctness of the thesis about the existence of a large-scale, well-approximated homogeneous field of tectonic forces, which simultaneously encompass the two geological units FSM and ŚU. The credibility of this thesis is confirmed by the results of long lasting observations of the Earths’ crust motions performed on hundreds of measurement stations by space and satellite tech-niques (i.e., GNSS, SLR, DORIS, VLBA) [1,2,3,4,5,6,7,8,9] which were used to develop the global models of tectonic plate velocities, e.g., ITRF2008, ITRF2014 or DTRF2014 (Figure 1) [10,11,12,13,14].The measurement series from numerous stations and different measure technic, located on the surface of the main tectonic elements of the Earth’s crust, such as plates and continental blocks, show uniform velocity field in good approximation. This observation is repeated on the most part of the Earth surface, except for the areas of rifts, subduction zones and other oddities, e.g., areas of continental plates collisions. Homogeneous velocity fields indicate the passive role of continental plates the motion of which is produced by fields of tectonic forces external to the plates.
This situation can be found in the area of Central Europe, where there are no above-mentioned tectonic curiosities. In the Polish Lowlands, differences between GNSS stations velocities do not exceed a single percent of the average value of the horizontal component of the Euro-Plate velocity, i.e., about 30 mm/year [16]. In the area of the shallow crystalline substrate such as the Sudetic and Fore-Sudetic Blocks [17,18], as well as the Czech Massif [19,20], an increase in the velocity differences between GNSS stations in comparison to differences between the velocity of stations in the Polish Lowlands is observed. This effect highlights the process of averaging the velocity between stations caused by a thick layer of sedimentary rocks covering the crystalline substrate in the Polish Lowlands. According to the principles of mechanics, a homogeneous field of velocity of the body is associated with a homogeneous field of forces. This field of tectonic forces ought to be collinear to the velocity field. Therefore, in the area of the Czech Massif, the Sudetic Mountains (Świebodzice Depression), Fore-Sudetic Monocline and Polish Lowlands, we should expect a homogeneous field of tectonic forces in large-scale.
Additional confirmation of the thesis about a large-scale homogeneous field of tectonic forces is provided by the reaction of the Sudetic Marginal Fault (SMF) which is affected by tectonic movements generated by this field of tectonic forces [21,22,23,24]. The TM-71 crack gauges installed on opposite wings of SMF register mainly vertical motions [24], with simultaneous lack of observations of the horizontal displacements. These results confirm that direction of the large-scale field of tectonic forces is perpendicular to the strike of the SMF. In large sections the route of SMF is normal in approximation to the average direction of velocity vectors of the GNSS stations as well as normal to the expected direction of the tectonic field of forces (Figure 1).
The assumption of the thesis about a homogeneous large-scale field of tectonic forces suggests that observations of the ongoing process of deformation of the Świebodzice Depression unit, provide information about current state of deformation of the Fore-Sudetic Monocline.

2. Natural Conditions for Registration of Geophysical Signals in the Książ Geodynamic Laboratory

Geodynamic Laboratory (GL) of Space Research Centre PAS (SRC PAS) was established in underground tunnels built in the ŚU orogen (Figure 2). The ŚU is specially intersected on account of dense network of faults, which separate single blocks as well as the neighboring geological units such as Intra-Sudetic Basin (the Struga Fault in the west), Sowie Range Gneissic Block (the Szczawienko Fault in the south), Fore-Sudetic Block (the Sudetic Marginal Fault in the east) and Kaczawa Metamorphic Complex in the north with complex system of faults [25].
The morphology of the terrain, with numerous outcrops in which the fault lines are well visible, is especially favourable for the investigations and monitoring signals of the recent tectonic activity. Dense network of faults arose during about 400 million years long geological history of massif. Rich system of faults guarantees large freedom of motions of rocky blocks of ŚU and aseismic dissipation of tectonic stresses.
Installed in such conditions measure gauges such as WTs, SRDN-3 radon probes are suitable for registration of the subtle tectonic signals of kinematic as well as of geochemical character (changes of radon concentration). Specially, suitable for these purposes are WTs because of their large size which make possible measuring effects of tilting and vertical motions of foundation below the tubes of tiltmeters.
The Świebodzice Depression rocks are built out of strongly bound conglomerates from the Carboniferous-Devonian Epoch, which consist of metamorphic gneiss rocks from the nearby Sowie Range [26,27].
Thickness of Świebodzice Depression conglomerates is eveluated to 10 km or more [28,29,30] what satisfy excellent propagation of a wide range and geodynamic signals: seismic, tidal, the Earth’s free vibrations as well as tectonic. High level of these signals is documented by seismographs of the Institute of Geophysics of the Polish Academy of Sciences and by tiltmeters and other instruments of GL of PAS. The GL in Książ is the only research unit in Poland equipped with the set of instruments enabling to tectonic signals registration with nanometric resolution. These capabilities allow to observe the tectonic deformations of Książ massif in real time [25,31,32,33,34].

3. The Tectonic Signals Registered by Instruments Installed in Książ Underground Laboratory

There are three kinds of signals which are registered and investigated in GL. The first kind of signals are deformations of massif in aspects of tilting and vertical motions (measured by horizontal pendulums and water-tube tiltmeters) [32,35,36,37,38], the second kind of signals is horizontal displacements of the blocks of main southern fault (measured by two GNNS stations installed on opposite blocks of fault) [34] and the third signal of geochemical origin i.e., changes in radon concentrations measured by AlphaGUARD and SRDN-3 probes [39].
The first indicators of existence in the ŚU massif tectonic signals were obtained with help of the quartz horizontal pendulums (HPs). The HPs that work in GL since the 1970s registered numerous tectonic events occurred in the ŚU (Figure 3A) [40]. Over forty years long series of HPs observations were basis for determination of the temporal and amplitude characteristics of tectonic phenomena. Observed tilting effects reach extremely hundred to thousand miliarcseconds (MAS) and last dozen or so days.
Signals of similar characteristics in amplitude and time domain were registered by two water-tube tiltmeters (WTs) installed at the GL at the beginning of this century [35]. Different class tiltmeters—HPs and WT with different method or measurements confirmed existence of strong tectonic signals in Świebodzice Depression massif (Figure 3B).
Because of HPs properties such as small size of the measuring base as well as onehundred time lower sensitivity than WTs, the HPs provide much less information about the current state of tectonic activity of the ŚU than WTs. Additionally, the WTs register vertical motions of rock blocks that are in the measurement range of the WTs. Because of the numerous faults across the line of the WTs tubes (Figure 4) the effects of vertical motions of rock blocks provide in general stronger signals than effects of tilting of foundation.

3.1. Tectonic Activity Function (TAF) of the Świebodzice Depression

Time and amplitude variations of tectonic activity of the Świebodzice Depression have been described by the Tectonic Activity Function [39,41]. The TAF is an empirical function determined on the basis of measurements carried out with instruments that have a small, linear and well-defined drift, high sensitivity to orogen deformations as well as extensive and large-scale measure base. The above-mentioned conditions are well satisfied by suite of two perpendicular WTs. The length of the tube (WT1-2) in azimuth 58.6° is 65.24 m and in azimuth 148.6° (WT3-4), length of the tube is 83.51 m respectively. Furthermore, the instrumental drift of WTs is generated mainly by water evaporation from hydrodynamic system of gauges. Evaporation drift effect is linear in approximation and the sensitivity of the measure system is close to several nanometers [31,42].
The size of WTs measure base is much larger than the average distances between separated by faults single rock blocks (Figure 4). Large size of the registration system of WTs guarantees its high representativeness in the assessment of the momentary tectonic activity of the orogen as well as provide information in the aspect of vertical motions and tilting of the foundation [25,32,36,37,38].
The tectonic signals are usually one hundred times stronger than the tidal signals (Figure 3). During the largest tectonic events tectonic signals exceed several hundred times the amplitude of the tidal signals [38].
The geodynamic signals registered by WTs are related to the orogen to which the base lenses of the four WTs interferometric gauges are rigidly connected.
The tectonic signals which are observed by WTs are produced by two types of phenomena: the tilting effects of the whole massif and the vertical motions of the separated by faults rock blocks under the tubes of WTs (Figure 4). Therefore, the resultant tectonic signal consist of two components is given by the following formula:
S a , r l = L * cos a + l = 0 l = L r l d l
where L is the length of the WT tube and a is an angle of tilting of the orogen as a whole.
Function r(l) describes the vertical deformations of the orogen under the tubes of the WT [31]. The signals generated by the vertical motions is given by the integral of r(l) function counted along the WT tubes. The WT’s system creates non-linear superposition of both types of signals, the mutual proportions of which change in the time.
TAF function is calculated based on raw series of observations S(a,r(l)) in several steps. At the beginning, from S(a,r(l)) series are removed jumps and discontinuities produced by the instrumental effects or by the strong seismic events. Then, the high-frequency signals are filtered and effect of water evaporation is eliminated. Next, the ETERNA 3.4 package is used for reduction of tidal signals and determination of the tectonic signals [43]. In the final step of elaboration, the TAF time series are justified with polynomial splines of second order to obtain suitable smooth function. Smoothing of the function makes possible to determine the derivative of TAF functions i.e., velocity function of the orogens’ deformation—VTAF. Four derivative functions VTAF are calculated on the basis of measurements of four measurement channels of WTs. The VTAF play important role in further discussion presented in this paper.

3.2. Exsamples of the Strongest Seismic Events in the FSM and Derivatives of Tectonic Activity Functions of the ŚU in the Years 2013–2017

Over a dozen years long series of TAF and their derivatives VTAF enabled to perform comparative studies of time relations between variations of kinematic activity of the ŚU and time distribution of strong (magnitude ≥3.6) seismic events in the FSM. In this paper we take to the discussion only earthquakes of magnitudes 3.6 or larger (the strongest is 4.9). Strong energy events occurred less than 20 times in the year while weaker earthquakes <3.6 [Mag] occurred several hundred times per year.
The strongest seismic events in context of derivatives of tectonic activity functions (VTAF) were shown on plots in Figure 5. The Earthquakes take place at the distinctive phases of the orogen deformations described by time and amplitude rulers (see Section 3.3).
In the Figure 5 it is well visible that strong events occurred when velocity of deformations of massif decrease to zero and plots of derivatives changes their signs. Very specific moments on plots from Figure 5, when earthquakes occurred, confirm existence time relations between variations of kinematic activity of the ŚU and time distribution of the strong seismic events in the FSM.

3.3. Definitions of the Rules of Deformation of the Świebodzice Depression Which Are Preciding the Seismic Activity of the Fore-Sudetic Monocline

Foundation for the further discussion presented in this paper is the assumptions presented in Section 1 i.e., existence of the homogeneous large-scale field of tectonic forces covering simultaneously the ŚU and the FSM geological units. Correctness of this assumption allows to conclude that results of analysis of the process of deformation of the ŚU provide information about the state of deformation of the FSM.
Discussion of the phases of kinematic activity of the ŚU revealed that the Książ massif reaches states corresponding to the periods of increased seismic hazard in the FSM according to defined and repeating time and amplitude rules. This observation opens the possibility of discussion of the process of deformation of the ŚU massif which precede periods of seismic activity in the FSM.
The recognition of the principles of deformations of the ŚU massif make possible application the time and amplitude rules for evaluation of the level of the seismic hazard in the FSM. Each of the time and amplitude rules consist of the five precedents. Definitions of precedence were shown in graphical form in Figure 6.
The time precedents specify the interval (in hours) between the last zero crossing by the VTAF and seismic event (see time precedents—Table 1). The values of the time limiters which were applied for definition of time precedents T, were selected empirically (Table 1).
The amplitude precedents A are defined by values of the VTAF at the moment of the seismic event for four channels of the WTs. The magnitudes of the limiters applied for definitions of precedents were selected empirically and their values result from the multiplier 103 (Table 2) which was used to move the further discussion in to the space of integer numbers.
Symmetry and double symmetry of signals (Table 2 No. 3 and 4) concern measurement channels from opposite ends of the same tube- symmetry of signals indicate tilting effects. Symmetry of signals from different tubes are not discuss.

4. Fundamental Principles Which Must Be Satisfy before Earthquakes and Precedents Registered during the Seismic Events

A graphical presentation of precedents which take part in the FSM during seismic events (magnitude ≥ 3.6) in period 2013–2017 were shown in Figure 7A, Figure 8A, Figure 9A, Figure 10A and Figure 11A (the time precedents—T) and in Figure 7B, Figure 8B, Figure 9B, Figure 10B and Figure 11B (the amplitude precedents—A).
Elaboration of the empirical results presented in Figure 7A, Figure 8A, Figure 9A, Figure 10A and Figure 11A and in Figure 7B, Figure 8B, Figure 9B, Figure 10B and Figure 11B revealed fundamental principles in time and in amplitude domains which must be satisfy before seismic event:
  • VTAF of four measure channels must pass zero before earthquake,
  • Last zero pass of VTAF ought to be executed no late than ca. hundred hours before seismic event,
  • At the moment of the seismic shock at least one channel—VTAF value, ought to be focused around zero, i.e., in the range of −22,000 to 22,000 μm/h.
An exception to the last principle is a special case of double symmetry of VTAF channels. Double symmetry o values of VTAF means the symmetry between opposite channels of WTs i.e., 01 to 02 and 03 to 04 (see Figure 9B on event No. 7).
It was observed that almost all of the seismic shocks (magnitude ≥ 3.6), occurred during the phases of low velocity of deformation of the ŚU i.e., small absolute values of VTAF (VTAF in the range of −22,000 to 22,000 μm/h) or symmetry of VTAF values (Figure 6; Table 3; Figure 7B, Figure 8B, Figure 9B, Figure 10B and Figure 11B).
This regularity is well visible in the Figure 7B, Figure 8B, Figure 9B, Figure 10B and Figure 11B. Values of VTAF are close to zero at the moment of the seismic shock. Improvement of this regularity follow increase of magnitude of seismic shock.
In further text was presented short description of graphical presentation of time and amplitude precedents from Figure 7, Figure 8, Figure 9, Figure 10 and Figure 11 which accompanied with successive seismic events (3.6 or larger magnitude) in the years 2013–2017:
This year, values of VTAF in time of seismic events were contained in the range from −22,000 to 22,000 µm/h during four (4) events. Event no. 2 occurred in the moment of symmetry of very large distant channels no. 3 and no. 4.
For event (no. 1) zero crossing of all the VTAF happened almost at the moment of earthquake (very rare case) (Figure 7A and Table 3). For very strong seismic events (magnitude 4.6, no. 3) the time and amplitude precedents were perfectly satisfied. In 2013 double concentration of derivatives values occurred for strong events (magnitude 4.1, no. 9). Cases of three-fold concentration close to zero and one channel distant from zero happened for events no.6 and no.11. Case with one channel close to zero and three-fold concentration of the VTAF happened for event (magnitude 3.8, no. 8). All earthquakes in 2013 take place less than ca. 50 h after the last zero crossing by the VTAF. Two events no. 8 and no. 10 occurred with large overtake of the variation of the VTAF sign on channel no. 03. See in the Table 3 zero pass of channel no. 4 Figure 7A.
In 2014 double concentration of the VTAF values occurred two times for strong events (magnitude 4, no. 2) and very close (magnitude 4.6, no. 4). Three-fold concentration of VTAF with one channel close to zero happened for strong event (magnitude 4.1, no. 1). This year double symmetry of derivative values took place three times during low energy shocks (magnitude 3.6, no. 5, magnitude 3.8, no. 6 and magnitude 3.7, no. 7). Invent no. 3 (magnitude 3.8) occurred with closed to zero double concentration and weak symmetry of channels 01 and 02 with very distant values of VTAF channels no. 01 and no. 02. Invent no.3 is a case of weak double symmetry. All earthquakes in 2014 take place less than ca. 40 h after the last zero crossing by the VTAF. Zero crossing of the channel no. 01 as well as channel no. 04 largely overtake zero crossing of other channels during three events no. 3, no. 7 and no. 9 Figure 8A.
Event no. 1 (magnitude 3.9) happened during double symmetry of VTAF values and at the moment of almost simultaneous zero crossing of all the VTAF. Particular case of double symmetry of VTAF occurred second time during strong event (magnitude 4.0, no. 7). This earthquake occurred despite of the fact that one pair of derivatives were totally outside the range of −22,000 to 22,000 µm/h and the second pare were outside of the range −15,000 to 15,000 µm/h. The last case indicates on important role of symmetry which turned out orogen to the state strongly seismogenic. In 2015 double concentration of VTAF values occurred for two strong events (magnitude 4.4, no. 4) and (magnitude 4.1, no. 5). Event no. 4 happened with channel 01 closed to zero, concentration of moments of zero crossing of channels 03 and 04 and large overtake of zero crossing by channel 02. Except events (no. 6, no. 7 and no. 8) values of other measure channels of VTAF were in range of −20,000 to 20,000 µm/h, during earthquakes. In 2015, one seismic shock (magnitude 3.7, no. 8) had a weakly defined amplitude precedent (Table 3). Except for the particular invent no. 11 other events take place less than ca. 50 h after the last VTAF channel zero crossing in 2015. During this event channel no. 3 overtake other channels zero crossing which obtained zero almost at the same moment and in surprise large distant before earthquake (ca. 120 h). It suggests that weak event (3.7 Mag) no. 11 was anthropogenic.
During ten seismic events which occurred in 2016 values of VTAF on the measure channels (no. 1, 3, 4, 5, 6, 7, 10, 11, 14 and 15), were concentrated in the range −20,000 to 20,000 µm/h.
For event (no. 9) value of VTAF during earthquakes were slightly large i.e., in the range −22,000 to 22,000 µm/h. For events no. 4, 5, 7, 10 and 11 there happened three-fold concentration of moments of zero crossing of VTAF which overtake earthquake ca. 120 h and with single channel 03 which overtake all these events by few hundred hours. Similar situation take place for events no. 3, 13 and 14 but with ahead channels 01 or 02. Double symmetry of the values of VTAF occurred at the moments of five events (no. 1, 2, 9, 10, 11, 12)—Figure 10B. As in the previous years all earthquakes from 2016 take place less than ca. 50 h after the last zero crossing by the VTAF with exception of invent no. 1. During these invent four channels of VTAF simultaneously crossed zero ca. 100 h before earthquake. Event no. 1 is a rarely case because the principle of minimum one channel zero crossing 100 h before earthquake was satisfy at the last moment (see Time precedents, Table 3). Event no. 1 occurred at the moment when values of VTAFs reached a double symmetry. This year one low energy seismic shock (magnitude 3.7, no. 13) had a weakly defined time and amplitude precedents.
In 2017 for eleven (11) events no. 4, 6, 7, 8, 9, 10, 11, 12 and 13, before seismic events were observed low velocities of deformations of Książ massif i.e., all VTAF values were in the range −20,000 to 20,000 µm/h. For events no. 1, 2 and 5 values of VTAF were in the range of values −22,000 to 22,000 µm/h. For strong event (magnitude 4.3, no. 3) values of two VTAF channels 03 and 04 only were in the range −20,000 to 20,000 µm/h while channel 01 was distant −27,000 µm/h and 02 was distant −50,000 µm/h. Five hours before event no. 3 values of VTAF on channel 04 obtained zero which satisfy principle of four channels zero passing by VTAF before event (see Time precedents, Table 3). During event no.1 (magnitude 4.0) four VTAF channels were in the range of −22,000 to 22,000 µm/h and 4 VTAF channels zero passing several hours before earthquake. As in the previous years all earthquakes from 2017 take place less than ca. 50 h after the last zero crossing by the VTAF.

5. The Seismic Events in Contexts of VTAFs and Precedents Distribution

In the years 2013–2017, 57 strong seismic events of magnitudes equal or greater than 3.6 Mag occurred in the FSM. The results of comparative studies on the kinematic activity of the ŚU with distribution of seismic events were presented in Table 3.
Table 3 contain the values of VTAF at the moments of seismic events, the time delays of the moments of last passage of the VTAF through zero before the seismic events and individual names of time and amplitude precedents corresponding to seismic events.
Moreover, the headings of table refer to the dates and magnitudes of events. For strong seismic events (magnitude ≥ 3.6) happened in the years 2013–2017, almost all the time precedents as well as the amplitude precedents were implemented by one of the time and one of the amplitude precedent defined on the Figure 2, Table 1 and Table 2. The seismic data applied in this paper were taken from EMSC catalog [44].

6. Discussion

Defined time and amplitude precedents well represent almost all cases of the tectonic situations which occurred during the earthquakes (see Figure 7, and Table 1, Table 2 and Table 3). For one event only, there was lack of definition for low energy shock (3.7 > Mag)—from 15 October 2016 (Table 3).
The results of elaboration of period 2013–2017 show that increase of energy of shocks cause improve determination of precedents. For weaker shocks determination of precedents is significantly worse. This observation indicates that low-energy shocks are probably of an anthropogenic origin.
In the following Table 4 was showed combination of precedents from Table 3 in relation to seismic events energy.
In the years 2013 to 2017 in FSM happened 57 earthquakes of energy (Mag ≥ 3.6) [44]. 17 cases of seismic events have had magnitude 3.8/3.9. Six of these events took place in 2013.
For seismic events of energy less than 4.1 Mag the total sum of the seismic events were approximately similar in the analyzed period (2013–2017). Fast decreasing of the sum of events for energy greater than 4.1 Mag was observed. The strongest event 4.8 Mag happened in 2017. Significant increase of the number of seismic events in the years 2016 and 2017 was observed. Combination from the Table 4 appear that the amplitude precedent which is the most frequently invocated during the earthquakes is A1.
In the years 2013 to 2017 the A1 precedent was invocated 31 times (see Table 2 and Figure 7, Figure 8, Figure 9, Figure 10 and Figure 11) (four-fold concentration of the VTAF close to zero). The second amplitude precedent which was invocated 12 times is A2a (see Table 2 and Table 4). The other amplitude precedents were applied much seldom for definition of tectonic situation in the time of the earthquakes from the years 2013 to 2017.
This observation indicates that effect of slowing-down of kinematic activity of the massif play important role in the process of the increasing of the orogen susceptibility to destruction thus increase possibility of seismic events occurrence. The concentration close to zero of the amplitude precedents at the moments of shocks confirm this thesis Figure 7B, Figure 8B, Figure 9B, Figure 10B and Figure 11B.
From the Table 4 result that time precedent which was the most frequently invocated during seismic events is T2. The precedent T2 was call 23 times while precedent T3 was call 11 times and precedent T1 was invocated 10 times only. These results are surprising because of very strong condition of the precedent T1 (see definitions from Table 1 and Figure 7A, Figure 8A, Figure 9A, Figure 10A and Figure 11A. The third position of the time precedent T1 is related to the large number of invocations of T2 and T3 precedents for shocks of relatively low energy (<3.9 Mag; see Table 4). This example shows that fulfilment of the time precedents is not so strong critical for seismic events triggering as amplitude precedents. Nevertheless, on the basis of observations we known that four measure channels of VTAF must pass zero less than 600 h before earthquake and one of them less than 100 h before earthquake is definitely necessary.

7. Conclusions

In the years 2013 to 2017 the measurements of tectonic activity of ŚU provided necessary information to execute comparative study of the time distribution of seismic activity of FSM and to tectonic activity of ŚU. These analysis lead to the conclusion that the strong seismic shocks (magnitude ≥ 3.6) in FSM occur only in particular states of ŚU kinematic activity. We observed that phases of low velocity of deformations of the ŚU massif were necessary requirement for seismic events occurrence (see concentration close to zero of the values of amplitude precedents in the range of −22,000 to 22,000 μm/h Figure 7B, Figure 8B, Figure 9B, Figure 10B and Figure 11B and small values of the second derivatives in Table 3, at the moment of seismic event. The second requirement for seismic events occurrence is fulfillment of one of time precedents which was defined in Table 1 and presented in Figure 7A, Figure 8A, Figure 9A, Figure 10A and Figure 11A.
Finding of the time interdependence of kinematic activity of ŚU and seismic activity of FSM confirmed correctness of the thesis about the existence of large-scale, homogeneous field of tectonic forces, which was discuss in Section 1.
Following this reasoning large scale field of tectonic forces is subject to similar in the time variations in both geological units FSM and ŚU.
Therefore, during the phase of low-velocities of deformation in ŚU we ought to expect also the phase of low-velocities of deformation in the FSM. An analogous relationship between the phase of high-velocities of deformation of ŚU indicate existence of the phase of high-velocities of deformation of the FSM unit. As was previously shown the epochs of low-velocities of deformation of ŚU correspond the period of seismic activity in the FSM while the epochs of high-velocities of deformation of ŚU indicate aseismic period in FSM. In order to explain these interdependencies, we propose the following reasoning:
  • Process of tectonic deformation of ŚU consist of two alternating epochs, namely periods of high velocities of deformation as well as periods of low velocities of deformation. During the periods of low- velocities of deformation, the VTAF cross zero level and vectors of deformations change their turn (Figure 5). At this time, we should expect that took place the change of turn of the field of tectonic forces which is the reason of velocity field variations.
  • Moment of the change of turn of the field of tectonic forces results in a temporary stop of deformation of the orogen for several to several tens of hours (Figure 5). The temporary stop of the orogen deformation follow the final revers of direction of deformation and passage of the orogen through the state of extension.
Repeated coincidence between states of the low velocity of deformation (extension) and earthquakes suggest particularly important role of the epoch of extension in the process of adaptation of the orogen to the state of seismicity.
During the phase of extension in the rocky mass accrue process of rarefaction of the rocky medium, formation of free voids and discontinuities resulting creation additional space in the rocky medium.
Additional space is indispensable for absorption of the growth of rocks volume after seismic event. The laboratory experiences confirm that the volume of crumbled rocks is greater than volume of solid rocks before crush.
Following this reasoning the epoch of extension cause that the orogen becomes susceptible to be crushed. On the other hand, during the epoch of high speed of deformations (the compression phase) deficiency of free space in the orogen result lack of the seismic events.
The long-lasting observations from long water-tubes (>10 years) confirmed that strong earthquakes in FSM never happened while the epoch of high speed of deformations i.e., during the compression.
The seismic events which are discussed in this paper are associated with superimpose in the areas of mining exploitation of the local field of stresses with the large-scale field of stresses produced by activity of the north-central part of the Atlantic Rift.
In the blocks of rocks, where cumulated stresses of both mentioned sources exceed the mechanical strength of the rocks, occur destruction of material—the seismic event.
Existence of the time relations between earthquakes and epoch of low-velocities of deformation of ŚU i.e., epochs of extension show that the large-scale field of tectonic forces decide about susceptibility of the FSM rocky medium to destruction.
Therefore, large-scale field decide about possibility of seismic event occurrence while local field of stress of the anthropogenic genesis determines the location of shock only. Thus, it is impossible to determine the location of the seismic shock on the basis of observations of deformations of ŚU massif which is affected by large-scale field of tectonic forces only.
As was reported in the Section 6, certain number of epochs of extension proceed without seismic events. This observation suggest that epoch of extension and the correct implementation of time and amplitude precedents are necessary but not sufficient conditions to seismic event triggering (see for example situation in 14 December 2017; Figure 5). The reason of this is lack in presented discussion information of local stresses in mining area.
However, the periods of extension i.e., low-velocities of deformations are epochs of increasing of the seismic hazard and should be treated by mining workers as dangerous time. Therefore, determination in real time of periods of extension i.e., periods of susceptibility of the orogen to destruction can be used for construction tens of hours long extrapolation forecast of the seismic hazard in the FSM. Furthermore, the epochs of susceptibility of the orogen to destruction are the best moments for application procedure of effective relaxation of stresses in the orogen of mining area.
Practical utilization of presented method for assessment of increase of seismic hazard and determination of susceptibility of the orogen for destruction will be possible after modernization WTs to provide this information in the real time. To do it, all analogous modules in WTs should be replaced by digital measurement system.
Therefore, presented method of determination of derivatives of tectonic activity functions (VTAF) and evaluation of seismic activity in FSM is not a method of earthquakes prediction. On the basis of observations from the period 2013–2017 and longer we know for sure that the epochs of high-velocities of deformations of ŚU are aseismic in FSM. In the case of low-velocities of deformations i.e., during seismic epochs in FSM the case is not clear cut.

Author Contributions

Conceptualization, M.K. and D.K.; methodology, M.K.; software, M.K., R.W.; validation, M.K., R.Z.; formal analysis, M.K.; investigation, M.K.; resources, M.K.; writing—original draft preparation, M.K., D.K.; writing—review and editing, D.K.; visualization, D.K.; supervision, M.K.; project administration, M.K., D.K.; funding acquisition, M.K. All authors have read and agreed to the published version of the manuscript.

Funding

This research was funded by grant No. 4/E-73/SPUB/SP/2019 of SRC of PAS.

Institutional Review Board Statement

Not applicable.

Informed Consent Statement

Not applicable.

Data Availability Statement

The data presented in this study are available on request from the corresponding author. The data are not publicly available due to privacy restrictions.

Conflicts of Interest

The authors declare no conflict of interest. The funders had no role in the design of the study; in the collection, analyses, or interpretation of data; in the writing of the manuscript, or in the decision to publish the results.

References

  1. Aurelio, M.A. GPS velocities in Mindanao Island. J. Geol. Soc. Philipp. 2001, 56, 214–224. [Google Scholar]
  2. Argus, D.F.; Gordon, R.G. Current Sierra Nevada-North America motion from very long baseline interferometry: Implications for the kinematics of the western United States. Geology 1991, 19, 1085–1088. [Google Scholar] [CrossRef]
  3. Antonelis, K.; Johnson, D.J.; Miller, M.M.; Palmer, R. GPS determination of current Pacific–North American plate motion. Geology 1999, 27, 299–302. [Google Scholar] [CrossRef]
  4. Avallone, A.; Briole, P.; Agatza-Balodimou, A.M.; Billiris, H.; Charade, O.; Mitsakaki, C.; Nercessian, A.; Papazissi, K.; Paradissis, D.; Veis, G. Analysis of eleven years of deformation measured by GPS in the Corinth Rift Laboratory area. C. R. Geosci. 2004, 336, 301–311. [Google Scholar] [CrossRef] [Green Version]
  5. Bacolcol, T.; Barrier, E.; Duquesnoy, T.; Aguilar, A.; Jorgio, R.; de la Cruz, R.; Lasala, M. GPS constraints on Philippine Fault slip rate in Masbate Island, central Philippines. J. Geol. Soc. Philipp. 2005, 60, 1–7. [Google Scholar]
  6. Apel, E.V.; Bürgmann, R.; Steblov, G.; Vasilenko, N.; King, R.; Prytkov, A. Independent active microplate tectonics of northeast Asia from GPS velocities and block modeling. Geophys. Res. Lett. 2006, 33, L11303. [Google Scholar] [CrossRef]
  7. Almuselmani, B.; Teferle, F.; Bingley, R.M.; Moore, T. New estimates of present-day Arabia plate motion and deformation from a dense GPS network in Saudi Arabia. In AGU Fall Meeting Abstracts; The American Geophysical Union: Washington, DC, USA, 2008; p. G34A-02. [Google Scholar]
  8. Al Tarazi, E.; Rajab, J.A.; Gomez, F.; Cochran, W.; Jaafar, R.; Ferry, M. GPS measurements of near-field deformation along the southern Dead Sea Fault System. Geochem. Geophys. Geosyst. 2011, 12, Q12021. [Google Scholar] [CrossRef] [Green Version]
  9. Alvarado, A.; Audin, L.; Nocquet, J.M.; Lagreulet, S.; Segovia, M.; Font, Y.; Lamarque, G.; Yepes, H.; Mothes, P.; Rolandone, F.; et al. Active tectonics in Quito, Ecuador, assessed by geomorphological studies, GPS data, and crustal seismicity. Tectonics 2014, 33, 67–83. [Google Scholar] [CrossRef]
  10. Altamimi, Z.; Collilieux, X.; Métivier, L. ITRF2008: An improved solution of the international terrestrial reference frame. J. Geod. 2011, 85, 457–473. [Google Scholar] [CrossRef] [Green Version]
  11. Altamimi, Z.; Métivier, L.; Collilieux, X. ITRF2008 Plate Motion Model. J. Geophys. Res. 2012, 117, B07402. [Google Scholar] [CrossRef]
  12. Bloßfeld, M.; Seitz, M.; Angermann, D.; Moreaux, G. Quality assessment of IDS contribution to ITRF2014 performed by DGFI-TUM. Adv. Space Res. 2016, 58, 2505–2519. [Google Scholar] [CrossRef]
  13. Seitz, M.; Bloßfeld, M.; Angermann, D.; Schmid, R.; Gerstl, M.; Seitz, F. The new DGFI-TUM realization of the ITRS: DTRF2014 (data). Dtsch. Geodätisches Forsch. Munich 2016. [Google Scholar] [CrossRef]
  14. Altamimi, Z.; Rebischung, P.; Métivier, L.; Collilieux, X. Analysis and Results of ITRF2014; Verlag des Bundesamts für Kartographie und Geodäsie: Frankfurt am Main, Germany, 2017; 76p, ISBN 978-3-86482-088-5. [Google Scholar]
  15. Dick, W.R.; Thaller, D. (Eds.) IERS Annual Report 2015; Verlag des Bundesamts für Kartographie und Geodäsie: Frankfurt am Main, Germany, 2016; ISSN 1029-0060. [Google Scholar]
  16. Bogusz, J.; Figurski, M.; Kontny, B.; Grzempowski, P. Horizontal velocity field derived from EPN and ASG-EUPOS satellite data on the example of South-Western part of Poland. Acta Geodyn. Geomater. 2012, 9, 349–357. [Google Scholar]
  17. Schenk, V.; Cacoń, S.; Schenková, Z.; Kontny, B.; Bosy, B.; Kottnauer, P. GPS Regional geodynamic network SUDETEN. EGRS Int. J. Explor. Geophys. Remote Sens. Environ. 1999, VI, 28–30. [Google Scholar]
  18. Kapłon, J.; Kontny, B.; Grzempowski, P.; Schenk, V.; Shenková, Z.; Balek, J.; Holešovský, J. Geosud/Sudeten Network GPS data reprocessing and horizontal site velocity estimation. Acta Geodyn. Geomater. 2014, 11, 65–75. [Google Scholar]
  19. Schenk, V.; Cacoń, S.; Bosy, J.; Kontny, B.; Kottnauer, P.; Schenková, Z. The GPS geodynamic network SUDETEN—Five annual campaigns (1997–2001). Data processing and results. In Proceedings of the EGS 27th General Assembly, Nice, France, 21–26 April 2002. [Google Scholar]
  20. Schenk, V.; Schenková, Z.; Cajthamlová, M.; Fučík, Z. Geonas—Geodynamic Network of Permanent GNSS Stations within the Czech Republic. Acta Geodyn. Geomater. 2010, 7, 99–111. [Google Scholar]
  21. Kapłon, J.; Cacoń, S. Research on the Marginal Sudetic Fault activity with use of GPS and precise leveling techniques. Acta Geodyn. Geomater. 2009, 6, 323–329. [Google Scholar]
  22. Pešková, I.; Hók, J.; Štěpančíková, P.; Stemberk, J.; Vojtko, R. Results of stress analysis inferred from fault slip data along the Sudetic Marginal Fault (NE part of Bohemian Massif). Acta Geol. Slovaca 2010, 2, 11–16. [Google Scholar]
  23. Štěpančíková, P.; Hók, J.; Nývlt, D.; Dohnal, J.; Sýkorováa, I.; Stemberk, J. Active tectonics research using trenching technique on the south-eastern section ofthe Sudetic Marginal Fault (NE Bohemian Massif, central Europe). Tectonophysics 2010, 485, 269–282. [Google Scholar]
  24. Stemberk, J.; Koštak, B.; Cacoń, S. A tectonic pressure pulse and increased geodynamic activity recorded from the long-term monitoring of faults in Europe. Tectonophysics 2010, 487, 1–12. [Google Scholar] [CrossRef]
  25. Kaczorowski, M.; Wojewoda, J. Neotectonic activity interpreted from a long water-tube tiltmeter record at the SRC Geodynamic Laboratory in Książ, Central Sudetes, SW Poland. Acta Geodyn. Geomater. 2011, 8, 1–13. [Google Scholar]
  26. Teisseyre, H.; Gawroński, O. Świebodzice Sheet—The Detailed Geological Map of Poland in scale 1:25,000; Polish Geological Institute: Warsaw, Poland, 1965. [Google Scholar]
  27. Nemec, W.; Porębski, S.J.; Steel, R.J. Texture and structure of resedimented conglomerates: Examples from the Książ Formation (Famennian-Tournaisian), south-western Poland. Sedimentology 1980, 27, 519–538. [Google Scholar] [CrossRef]
  28. Porębski, S.J. Świebodzice succession (Upper Devonian-Lower Carboniferous, western Sudetes): A prograding, mass-flow dominated fan-delta complex. Geol. Sudet. 1981, 16, 99–190. [Google Scholar]
  29. Porębski, S.J. Onset of coarse plastic sedimentation in the Variscan realm of the Sudetes (SW Poland): An example from upper Devonian–lower Carboniferous Świebodzice succession. Neues Jahrb. Geol. Paläontologie. Abh. 1990, 179, 259–274. [Google Scholar]
  30. Żelaźniewicz, A.; Aleksandrowski, P. Regionalizacja tektoniczna Polski—Polska południowo-zachodnia. Przegląd Geol. 2008, 56, 904–911. (In Polish) [Google Scholar]
  31. Bower, D.R. A sensitive water-level tiltmeter. R. Soc. Phil. Trans. Ser. A 1973, 274, 223–226. [Google Scholar]
  32. Kaczorowski, M. Non-tidal signals of plumb line variations observed with help of the long water-tube tiltmeter, in Geodynamic Laboratory of PAS in Książ. In Proceedings of the 6th International Symposium on Earth Tides, Jena, Germany, 1–5 September 2008; Volume 144, pp. 11605–11613. [Google Scholar]
  33. Kasza, D.; Kaczorowski, M.; Zdunek, R.; Wronowski, R. The damages of Ksiaz Castle architecture in relation to routes of recognized tectonic faults and indications of recent tectonic activity of Swiebodzice Depression orogen—Central Sudetes SW Poland. Acta Geodyn. Geomater. 2014, 11, 225–234. [Google Scholar] [CrossRef]
  34. Zdunek, R.; Kaczorowski, M.; Kasza, D.; Wronowski, R. Preliminary interpretation of determined motions of KSIA and KSI1 GPS Stations in context of collected information about Swiebodzice Trough tectonics. Acta Geodyn. Geomater. 2014, 11, 305–315. [Google Scholar] [CrossRef] [Green Version]
  35. Kaczorowski, M. High-resolution wide-range tiltmeter: Observations of Earth free oscillations excited by the 26 December 2004 Sumatra–Andaman earthquake. In Earthquake Source Asymmetry, Structural Media and Rotation Effects; Springer: Berlin/Heidelberg, Germany, 2006; pp. 493–520. [Google Scholar]
  36. Kaczorowski, M. Preliminary results of investigations of long lasting non-tidal signals observed by horizontal pendulums and long water tube tiltmeters in Lower Silesian Geodynamic Laboratory of Polish Academy of Sciences in Książ. Acta Geodyn. Geomater. 2007, 4, 109–119. [Google Scholar]
  37. Kaczorowski, M. Non-tidal plumb line variations observed with help of the long water-tube and horizontal pendulums tiltmeters in Geodynamic Laboratory of PAS in Książ. Rep. Geod. 2008, 85, 79–86. [Google Scholar]
  38. Kaczorowski, M. Discussion on strong non-tidal signals registered by horizontal pendulums and water tube tiltmeters in Geodynamic Laboratory of PAS in Książ. Acta Geodyn. Geomater. 2009, 6, 369–381. [Google Scholar]
  39. Przylibski, T.A.; Kaczorowski, M.; Fijałkowska-Lichwa, L.; Kasza, D.; Zdunek, R.; Wronowski, R. Testing of 222Rn application for recognizing tectonic events observed on water-tube tiltmeters in underground Geodynamic Laboratory of Space Research Centre at Książ (the Sudetes, SW Poland). Appl. Radiat. Isot. 2020, 163, 1–37. [Google Scholar] [CrossRef]
  40. Chojnicki, T.; Blum, P.A. Analysis of ground motions at the Książ observatory in 1974–1993. Artif. Satell. 1996, 31, 123–129. [Google Scholar]
  41. Kaczorowski, M.; Kasza, D.; Zdunek, R.; Rudnicki, M.; Wronowski, R. Time Dependencies Between Tectonic Activity of Świebodzice Depression (SW Poland) and Seismic Activity in Poland and Czech Mining Regions. E3S Web Conf. 2019, 105, 02001. [Google Scholar] [CrossRef]
  42. Ruotsalainen, H.E. Recording deformations of the Earth by using an interferometric water level tilt meter. In Proceedings of the 5th Symposium on the Structure, Composition, and Evolution of the Lithosphere in Finland, Oulu, Finland, 5–6 November 2008. Report S-53. [Google Scholar]
  43. Wenzel, H.-G. The nanogal software: Earth tide data processing package: Eterna 3.3. Obs. Royal de Belgique. Bull. Inform. Marées Terr. 1996, 124, 9425–9439. [Google Scholar]
  44. EMSC. European Mediterranean Seismological Centre. 2017. Available online: https://www.emsc-csem.org (accessed on 7 October 2017).
Figure 1. (A) DTRF2014 global horizontal velocity field [15]. (B) Map of the horizontal components of the velocity field based on time series of horizontal components of velocity vectors of the GPS stations in the ITRF2008 reference system [10,16] and expected direction of the field of tectonic force covering both Czech and Polish areas.
Figure 1. (A) DTRF2014 global horizontal velocity field [15]. (B) Map of the horizontal components of the velocity field based on time series of horizontal components of velocity vectors of the GPS stations in the ITRF2008 reference system [10,16] and expected direction of the field of tectonic force covering both Czech and Polish areas.
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Figure 2. Simplified geological map of the Świebodzice Depression unit [25].
Figure 2. Simplified geological map of the Świebodzice Depression unit [25].
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Figure 3. (A) Plots of tilting of foundation observed by HPs at the moment of large variations of equilibrium positions of pendulums caused by tectonic pressure pulses in August 1995. (B) effect of rapid water level variations on opposite channels (WT03-WT04) in March 2006 caused by effect of vertical motions of foundation. On the both figures are visible tidal undulations which provide reference to the scale of tectonic signals.
Figure 3. (A) Plots of tilting of foundation observed by HPs at the moment of large variations of equilibrium positions of pendulums caused by tectonic pressure pulses in August 1995. (B) effect of rapid water level variations on opposite channels (WT03-WT04) in March 2006 caused by effect of vertical motions of foundation. On the both figures are visible tidal undulations which provide reference to the scale of tectonic signals.
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Figure 4. Plan of the underground of Książ Geodynamic Laboratory.
Figure 4. Plan of the underground of Książ Geodynamic Laboratory.
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Figure 5. Example of exceptionally strong earthquakes in context of the variability of velocities of deformations i.e., derivatives of tectonic activity functions VTAF in 2013 (top-left), 2014 (top-right), 2015 (bottom-left) and 2017 (bottom-right). X axis: datum (DD-MM-YYY); Y-left axis: VTAF value [Micrometer/Hour] × 103; Y-right axis: magnitude.
Figure 5. Example of exceptionally strong earthquakes in context of the variability of velocities of deformations i.e., derivatives of tectonic activity functions VTAF in 2013 (top-left), 2014 (top-right), 2015 (bottom-left) and 2017 (bottom-right). X axis: datum (DD-MM-YYY); Y-left axis: VTAF value [Micrometer/Hour] × 103; Y-right axis: magnitude.
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Figure 6. Five time and five amplitude precedents describing the process of deformation of the ŚU orogen which correspond to the state of seismicity of the FSM. Colored dots represent four VTAF. Vertical line marked by large “X” symbol shows configuration which never occur. “Moment of shock” refers to time of the earthquake occurrence.
Figure 6. Five time and five amplitude precedents describing the process of deformation of the ŚU orogen which correspond to the state of seismicity of the FSM. Colored dots represent four VTAF. Vertical line marked by large “X” symbol shows configuration which never occur. “Moment of shock” refers to time of the earthquake occurrence.
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Figure 7. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2013. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
Figure 7. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2013. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
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Figure 8. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2014. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
Figure 8. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2014. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
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Figure 9. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2015. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
Figure 9. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2015. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
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Figure 10. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2016. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
Figure 10. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2016. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
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Figure 11. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2017. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
Figure 11. Time (A) and amplitude (B) precedents at the moments of seismic events (magnitude ≥ 3.6) in the year 2017. Colored dots represent four VTAF. Y axis: time (in hours for time precedents) and amplitude ([micrometers/hour] × 103 for amplitude precedents); X-bottom axis: number of event; X-top axis: magnitude.
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Table 1. Description of the time precedents T, as shown in Figure 6.
Table 1. Description of the time precedents T, as shown in Figure 6.
No.Name of Time PrecedentDescription
1T-14 passages through zero of the VTAF within ca. 120 h before the shock (very strong condition, very highly probable seismic event during the next 100 h after last passage)
2T-23 passages through zero of the VTAF within ca. 120 h before the shock and preceding the passage up to 700 h before the shock (strong condition, seismic shock highly probable during the next 100 h after last passage)
3T-31 passage through zero of the VTAF within ca. 50 h before the shock and 3 VTAF passages through zero 300 h before the shock (medium-strong condition, shock is expected during the next 50 h)
4T-42 passages through zero of the VTAF within ca. 100 h before the shock and 2 passages close to each other preceded—up to 300 h before the shock (medium-strong condition, shock is expected within 100 h after last passage)
5T-52 passages through zero of the VTAF with channels close in time to each other within ca. 100 h. Two other channels are shifted in time less than <600 h—shock is expected within ca. 100 h after last passage
Table 2. Description of the amplitude precedents A, as shown in Figure 6.
Table 2. Description of the amplitude precedents A, as shown in Figure 6.
No.Name of Amplitude PrecedentDescription
1A-1Four-fold concentration of the VTAF and close to zero (values of derivatives from the range –22,000 to 22,000 μm/h)—very strong condition –seismic event expected ca. 100 h after last passage of the VTAF through zero
2A-2Three-fold concentration of the VTAF—two cases a and b:
a: 3 channels close to zero (values of derivatives from –22,000 to 22,000 μm/h) and 1 VTAF channel distant which value is <80,000 μm/h
b: 1 channel close to zero (values of VTAF from –22,000 to 22,000 μm/h) and other channels concentrated in distant >22,000 μm/h from zero
– seismic event expected ca. 100 h after last passage of the VTAF through zero
3A-3Two-fold concentration of the VTAF close to zero (values of derivatives from –22,000 to 22,000 μm/h) and two channels with mutually symmetrical values at the distance of <80,000 μm/h. Seismic event expected ca. 100 h after last passage of the VTAF through zero)
4A-4All of the VTAF values distant to zero and of double symmetry of channels. This strong condition occurred rare; high probability of seismic event within 100 h after last passage of the VTAF through zero)
5A-5Two-fold concentration of the VTAF close to zero (values of VTAF from the range –25,000 to 25,000 μm/h) and two-fold concentration of the VTAF distant from zero, seismic event expected <100 h after last passage of the VTAF through zero.
Table 3. Combination of seismic events which occurred in the FSM in the years 2013–2017 with values of VTAF, time lags of zero crossing of the VTAF as well as time and amplitude precedents.
Table 3. Combination of seismic events which occurred in the FSM in the years 2013–2017 with values of VTAF, time lags of zero crossing of the VTAF as well as time and amplitude precedents.
YearNoDatum (YYYY-MM-DD) and Time (hours, UT)Mag [MJ]WT1 Channel 1WT1 Channel 2WT2 Channel 3WT2 Channel 4Precedents
VTAFTime Lag [hours]VTAFTime Lag [hours]VTAFTime Lag [hours]VTAFTime Lag [hours]TA
201312013-02-09 173.7−14460−84640−821211,3040T-1A-1
22013-03-09 233.8−30,839256−26,48215−142,46423273,946291T-3A-3
32013-03-19 214.6−75546274295913041−608965T-1A-1
42013-03-24 093.720,92996−35,0185416,268109−819649T-1A-2a
52013-03-29 173.6411224−15,5711822268237437522T-3A-1
62013-05-27 213.857111343211336,196277−19,64386T-2A-3
72013-07-13 043.9−38933829,3938019,946283−107,679251T-4A-2a
82013-07-29 233.8−34,857348−21,714183−27,58924−2196654T-3A-2b
92013-09-20 014.1−43,7682291929104−42,804185428621T-4A-5
102013-11-23 233.8455419−12,12521−333913−8179765T-2A-1
112013-12-10 063.8−56,78614214,339122676814−9625269T-3A-2a
201412014-03-16 064.1−40,08971−49,589270−25,32141−280418T-2A-2b
22014-03-20 054.0−27,554166−19,839365451872317929T-5A-5
32014-04-02 153.8−196,05448824,07141−219629741110T-2A-3
42014-07-05 124.6−132135−12,9821264268140−9554161T-3A-1
52014-07-21 163.6−4641−7464701982124432142T-2A-1
62014-07-21 163.8−4642−7464711982125432143T-2A-1
72014-08-20 043.7−730416338752620,17945−32,214469T-5A-3
82014-10-26 034.2517917−19,33945−38,054104−192984T-1A-2a
92014-12-12 024.1−15,67923−13,32146−30,64334−12,607694T-1A-2a
201512015-02-05 043.9−60001850011,30013−14,9500T-1A-3
22015-02-12 183.8−88501010,300120−460014−41500T-1A-1
32015-06-22 044.08500607−15,435406−2950282−970020T-3A-1
42015-07-08 064.4−45506−41357921700198−2150170T-3A-1
52015-07-19 194.1−165037−9135241−9300503000T-2A-1
62015-09-09 194.0−5400133−27,185136−155037−11,45041T-4A-2a
72015-10-29 024.0−22,7004726,16539−16,40019318,55011T-2A-4
82015-11-20 073.7−22,95014713,7154185009225,45057T-2A-3
201612016-02-25 044.1−7119723476648357407−14,16125T-2A-1
22016-03-08 03 3.6−26677323889352457818,75081T-2A-1
32016-04-08 153.710,35763−526271588171115,839214T-5A-1
42016-04-28 123.6−2286557861466677367680T-2A-1
52016-05-05 153.7−283378457188−49,54830−19,482356T-2A-2a
62016-05-11 043.99595291−621429426,00045−16,46412T-4A-2a
72016-05-12 053.8−3929132405218,762374−18,26858T-5A-1
82016-06-02 044.1548271416911,357643−14,91190T-5A1
92016-07-30 194.435,690196−30,50020411,000115−10,92916T-3A-3
102016-08-13 124.3−54,40513039,619421−174,214189−23,3939T-3*LD
112016-08-24 173.81429758574771143210,75018T-2A-1
122016-09-14 074.1−11,7622601571099053410,19620T-2A-1
132016-10-15 153.7−7119723476648357407−14,16125T-2A-1
142016-10-17 234.3−26677323889352457818,75081T-2A-1
152016-11-29 204.410,35763−526271588171115,839214T-5A-1
201712017-01-22 194.0−22,6190−15,357050030−73570T-1A-2a
22017-03-17 083.718,881240−12,23846−8817215,59581T-2A-1
32017-04-08 224.3−27,667331−78,905349−13,83311615245T-4A2a/A5
42017-05-31 204.3−540533−36437232626−8595391T-5A-1
52017-10-13 133.622,04838512,19082718,262400642918T-3A-2a
62017-10-21 033.6466756714,3814117,429582−519016T-4A-1
72017-10-27 053.816,4056515,833187171439604836T-2A-1
82017-11-10 114.0204879145252934526871205T-4A-1
92017-11-25 233.828101417869015167127−202454T-2A-1
102017-12-07 174.7961947−10,1431810,881409464318T-2A-1
112017-12-12 113.79667161−16,76213212,095523−12,66757T-3A-1
122017-12-26 114.8524313811178524230−857129T-2A-1
132017-12-26 233.82786152048129459524211438T-2A-1
* LD—lack of definition.
Table 4. Distribution of the amplitude and time precedents in relation to seismic events energy in the years 2013–2017.
Table 4. Distribution of the amplitude and time precedents in relation to seismic events energy in the years 2013–2017.
Mag 20132014201520162017Sum of EventsAmplitude PrecedentsTime Precedents
A1A2aA2bA3A4A5T1T2T3T4T5
3.6/3.7Sum of Events3215415
Precedent AA1, A2a, A1A1, A3A3A3, A2a, A1, A1, *LDA1, A2a, A1, A1 83 3
Precedent TT1, T1, T3T2, T5T2T1, T2, T2, T2, T3T2, T3, T4, T3 36411
3.8/3.9Num. of Event6233317
Precedent AA3, A3, A2a, A2b, A1, A2aA3, A1A3, A1, A1A1, A1, A1A1, A1, A1 10214
Precedent TT3, T2, T4, T3, T2, T3T2, T2T1, T1, T2T5, T2, T5T2, T2, T2 29312
4.0/4.1Num. of Events1343213
Precedent AA5A2b, A5, A2aA1, A1, A2a, A4A1, A2a, A3A2a, A1 441112
Precedent TT4T2, T5, T1T3, T2, T4, T2T1, T2, T3T1, T4 34231
4.2/4.3Num. of Events-1-225
Precedent A-A2a-A1, A1A2a/A5, A1 32
Precedent T-T1-T5, T2T4, T5 11 12
4.4/4.5Num. of Events--12-3
Precedent A--A1A2a, A1- 21
Precedent T--T3T4, T2- 111
4.6/4.7Num. of Events11--13
Precedent AA1A1--A1 3
Precedent TT1T3--T2 111
4.8/4.9Num. of Events----11
Precedent A----A1 1
Precedent T----T2 1
Σ of Events1199151357Sum of Amplitude Precedents in CategorySum of Time Precedents in Category
Σ of Precedents 3112281210231176
* LD—lack of definition.
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Kaczorowski, M.; Kasza, D.; Zdunek, R.; Wronowski, R. Time Distribution of Strong Seismic Events in the Fore-Sudetic Monocline in Context of Signals Registered by Water-Tube Gauges in Książ Geodynamic Laboratory. Sensors 2021, 21, 1603. https://doi.org/10.3390/s21051603

AMA Style

Kaczorowski M, Kasza D, Zdunek R, Wronowski R. Time Distribution of Strong Seismic Events in the Fore-Sudetic Monocline in Context of Signals Registered by Water-Tube Gauges in Książ Geodynamic Laboratory. Sensors. 2021; 21(5):1603. https://doi.org/10.3390/s21051603

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Kaczorowski, Marek, Damian Kasza, Ryszard Zdunek, and Roman Wronowski. 2021. "Time Distribution of Strong Seismic Events in the Fore-Sudetic Monocline in Context of Signals Registered by Water-Tube Gauges in Książ Geodynamic Laboratory" Sensors 21, no. 5: 1603. https://doi.org/10.3390/s21051603

APA Style

Kaczorowski, M., Kasza, D., Zdunek, R., & Wronowski, R. (2021). Time Distribution of Strong Seismic Events in the Fore-Sudetic Monocline in Context of Signals Registered by Water-Tube Gauges in Książ Geodynamic Laboratory. Sensors, 21(5), 1603. https://doi.org/10.3390/s21051603

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