some characteristic features of seismotectonic conditions and seismic regime of the tuÇn gi¸o earthquake area

Cao §×nh TriÒu

Institute of Geophysics, 18 Hoµng Quèc ViÖt, CÇu GiÊy, Hµ Néi

Abstract: This work aims to clarify some basic features of seismotectonic conditions and characteristics of seismic activities of the TuÇn Gi¸o earthquake area and its surroundings. It was completed on the basis of previous studies and results of the NCST Research Project "Studying on the geological, geodynamic and neotectonic conditions of the TuÇn Gi¸o earthquake area" carried out during 2000 and 2001 years. These researches lead to some following conclusions:

1) Before the occurrence of TuÇn Gi¸o earthquake there was in the epicentral area a long lasting seismic quiescence. There is a manifestation of a quiescence - activation law of the TuÇn Gi¸o earthquake. Before this earthquake in the neighbouring area there appeared earthquakes of lower magnitude.

2/ The size of the TuÇn Gi¸o earthquake source area is about 676.1 km2. The parameters of the source have been determined as follows: length L = 33.1km; width W = 21.2 km; and focal height = 17 km. The crust - upper mantle boundary (Moho surface) in the area varies complicatedly and has a depth varying between 32 km and 36 km, increasing from east to west.

3/ The faults in the study area have a relatively great penetration depth (crust penetrating faults) and divide the earth crust into block structures with a clear variation of average density in lateral direction. Most of these faults have NW - SE direction (S¬n La, S«ng M·, S«ng §µ, ThuËn Ch©u, Fan Si Pan, Tó LÖ) and sub-meridional direction (Lai Ch©u - §iÖn Biªn, TuÇn Gi¸o). Within the TuÇn Gi¸o area and the surroundings exist three earthquake generating zones: Lai Ch©u - §iÖn Biªn; S¬n La and S«ng M· - §iÖn Biªn - TÜnh Gia. The thickness of the seismic activity layer is 17 km, the earthquake epicenters are concentrated mainly in the depth from 4 km to 21 km.

4/ There is a clear manifestation of two seismic areas with strong seismicity: §iÖn Biªn and TuÇn Gi¸o. Earthquakes with magnitude 6.5 may occur in these two areas after 1000 - 1250 years with probabilities 0.879 and 0.797 respectively. The §iÖn Biªn seismic area has a recurrence interval of earthquakes with magnitude 5.0; 5.5 and 6.0 as 80-100 years (with probability 0.976); 200-300 years (0.949) and 400 - 500 years (0.896) respectively. The TuÇn Gi¸o seismic area has an occurrence probability of earthquakes with magnitude 5.0 as 80-100 years (with probability 0.908); magnitude 5.5 as 200-300 years (0.930) and 6.0 as 400-500 years ( 0.823).

Introduction

At 12.18 (Hµ Néi time) of 24 June 1983 in the area of Pu Nhung mountain, about 11 km NW of TuÇn Gi¸o townlet a destructive earthquake took place. Its magnitude reaches 6.6 - 6.7 in Richter scale with a maximum intensity on the land surface reaching 8-9 in MSK- 64 scale. The earthquake caused great losses to TuÇn Gi¸o, Lai Ch©u, Tña Chïa, ThuËn Ch©u, Quúnh Nhai and §iÖn Biªn areas. Besides the losses in terms of human lives, houses, public facilities and crops, the earthquake also caused many geologic hazards, such as land cracking, landslide, slumps, subsidence, changes of springs, etc.

The TuÇn Gi¸o earthquake is one of the two strongest earthquakes occurring in the territory of ViÖt Nam in the last century (the previous one is the §iÖn Biªn earthquake in 1935 with Ms = 6.8). Many domestic and foreign scientific papers touching upon the TuÇn Gi¸o earthquake was published [2,5,6,8-11,14,15] but no complete research has been made on the seismotectonic characteristics and earthquake maximum evaluation of the epicentre area of this earthquake. In the mean time, study on the generation condition as well as the law of seismic activities in the TuÇn Gi¸o area is necessary and of scientific significance. The results of studies on this direction allow us not only to understand better the law of seismic activities in the areas where strong earthquakes have been occurring, but also to use it in studying on the structural characteristics of the seismic sources in the territory of ViÖt Nam.

This paper aims to clarify some basic features of the seismotectonic conditions and the manifestation characteristics of seismic activities in TuÇn Gi¸o area and its surroundings. It has been completed on the basis of previous studies [9,15] and the results of additional studies carried out during two years (2000 and 2001) in the framework of the NCST research project "Studying on the geological, geodynamic and neotectonic conditions of the TuÇn Gi¸o earthquake area" [3]. The coordinates of the study area are: j = 21000 ¸ 22020' N; l = 103000 ¸ 104000' E.

Characteristics of the TuÇn Gi¸o earthquake source

In previous studies [9-11,14] some authors have touched upon the characteristics of the TuÇn Gi¸o earthquake source. The main parameters referred to in these studies are: the focal depth, the shape of the epicentral area and the kinetic characteristics of the main fault related to the focus. In this paper the author presents some new results of determining the source and focal depth of TuÇn Gi¸o earthquake in 24 June 1983 based on the analysis of the aftershock distribution law.

1. Aftershock distribution and size of TuÇn Gi¸o earthquake source

a/ Theoretical background

Usually major earthquakes entail a series of minor earthquakes which occur in sequence immediately after the main shock and have the same focal characteristics, called as aftershocks. An earthquake of Ms = 7.0 in Richter scale may entail thousands smaller earthquakes (aftershocks). The aftershocks reflect directly the relationship between the fault slipping surface and the earthquake. The main shock creates abrupt increase and decrease of stress and impacts on the surrounding environment, making the stress in this area change in a complicated manner. Thus, within the fault zone and the areas adjacent to the main epicenter occurs the process of rebalancing the stress state of the earthquake source, thus generating the aftershocks. Typical aftershocks appear immediately after the main shock and are distributed mainly in the earthquake source area. In general, the magnitude of aftershocks are always smaller than that of the main shock (but they still cause additional destruction). The total amount of energy released by the aftershocks usually does not exceed 10% of that of the main shock. The frequency of earthquake aftershocks decreases quickly with time.

In the 1930s, on the basis of studying on the earthquake aftershock distribution law in Japan, Omori established an empirical formula reflecting the acting process of aftershocks as follows (Omori's law):

(1)

where: n - frequency of aftershocks at the point of time t after the main shock; k, c, p - constants depending on the magnitude of the main shock.

p - usually falls within 1.0 ¸ 1.4.

 

 Thus, based on the aftershock distribution the devastation areas of most earthquakes can be determined. The size of the devastation area is directly proportional to the magnitude of the main shock.

In 1954, Utsu and Seki established an empirical formula for determining the size of the earthquake source [16,18]:

lgA = 1.02 Ms + 6.0 (2)

where A is measured in cm2.

Actually, the earthquake sources are determined by aftershocks occurring 1 - 2 days after the main shock. This has been proved by studies on focal mechanism of earthquakes worldwide. The aftershocks occurring after 2 days or later are considered to be generated by sources beyond that of the main shock.

 

b/ Area of the TuÇn Gi¸o earthquake source

In the first five months after the main shock of the TuÇn Gi¸o earthquake in 24 June, 223 aftershocks with Ms > 2.6 were recorded, half of which occurred in the first 4 days. The aftershocks of TuÇn Gi¸o earthquake continued to occur in 1984 and later but with less and less frequency and intensity.

The area of TuÇn Gi¸o earthquake source was determined in this study on the following bases:

1) The distribution of aftershocks occurring in the two days 24 and 25 June 1983 (Table 1). The result of this analysis shows (Fig. 1a) that the source of the TuÇn Gi¸o earthquake has a length of L = 33.1 km and a width of W = 21.2 km. Thus, its area is:

S = 21.2 ´ 33.1 = 686.2 km2.

2) Based on the empirical formula (2), for TuÇn Gi¸o earthquake with Ms = 6.7 we have:

lgA(cm2) = 1.02 ´ 6.7 + 6.0 = 12.83.

A = 1012,83 = 682.3 ´ 1010cm2= 676.1 km2.

The difference of the source areas determined by the two above methods is as follows:

S

=

S - A

´

100%

=

686.2 - 676.1

´

100%

» ± 1.5%

S

686.2

According to Utsu and Seki, the free coefficient of the empirical function (2) is a constant characterizing the tectonic conditions of each study area.

 

 Applying formula (2) to the case of TuÇn Gi¸o earthquake we get the following expression for calculating the source area:

lg(686.2).1010(cm2) =1.02 Ms + b. with Ms = 6.7.

b = lg (686,2).1010- 6,834 » 6,01.

lgS = 1.02 Ms + 6.01. (3)

In a published work [4], Cao §×nh TriÒu established an empirical formula characterizing the relationship of the length (Lkm) and the width (Wkm) of the focus with the magnitude of the earthquake, corrected by the new result of this work as follows:

lg L(km) = 0.6 Ms - 2.50

lg W(km) = 0.25 Ms - 0.35 (4)

2. Distribution of aftershocks with focal depth and focus height

Within 6 months after the TuÇn Gi¸o earthquake of 24 June 1983, in the area adjacent to the focus 25 aftershocks with Ms > 3.0 were recorded (Table 1).

The aftershocks of TuÇn Gi¸o earthquake are mainly distributed in the depth limit from 3 to 20 km. If the focal depths of aftershocks are considered as reflecting the structural characteristics of the earthquake source, the height of the source of TuÇn Gi¸o earthquake can be determined as 20 - 3 = 17 km (Fig. 1b).

Table 1. List of aftershocks in the area of TuÇn Gi¸o earthquake in 1983

(Used in calculating the area and the height of the focus)

No

Time of occurrence

Coordinates

Depth of hypocentres

H (km)

Magnitude (Ms)

Intensity

(Io)

Year, month, day

Hour, minute, second

y

l

(1)

(2)

(3)

(4)

(5)

(6)

(7)

(8)

1**

1983 VI 24

07 18 22,3

21,71

103,43

18

6,7

9

2*

1983 VI 24

15 43 40,3

21,81

103,37

12

4,5

 

3*

1983 VI 24

21 25 11,6

21,69

103,40

12

4,7

 

4*

1983 VI 24

22 45 05,8

21,60

103,50

09

4,0

 

5*

1983 VI 25

10 52 07,0

21,61

103,33

07

4,6

 

6*

1983 VI 25

15 18 23,0

21,70

103,31

03

4,0

 

7*

1983 VI 25

19 55 23,3

21,50

103,41

09

4,2

 

8*

1983 VI 25

20 16 19,7

21,62

103,32

06

4,2

 

9

1983 VI 26

00 40 31,5

21,52

103,32

05

4,7

 

10

1983 VI 26

01 39 00

21,88

103,45

20

3,2

 

11

1983 VI 26

02 20 22,0

22,02

103,46

20

3,3

 

12

1983 VI 26

03 06 54,2

21,82

103,36

15

4,2

 

13

1983 VI 26

03 27 33,4

21,74

103,63

15

3,7

 

14

1983 VI 27

00 36 50,4

21,92

103,45

15

3,6

 

15

1983 VI 27

00 55 46,7

21,86

103,49

15

4,1

 

16

1983 VI 27

02 37 46,0

21,63

103,40

15

3,4

 

17

1983 VI 27

03 03 15,9

21,88

103,40

15

3,3

 

18

1983 VI 27

08 51 41,8

22,02

103,46

15

3,3

 

19

1983 VI 27

09 15 11,9

21,81

103,38

15

3,9

 

20

1983 VI 27

09 45 31,3

21,98

103,56

15

3,6

 

21

1983 VI 27

22 44 23,3

21,51

103,26

03

4,7

 

22

1983 VI 29

03 35 03,5

21,62

103,39

15

3,7

 

23

1983 VII 03

16 26 18,7

21,57

103,39

16

4,5

 

24

1983 VII 07

18 16 35,6

21,76

103,40

08

4,3

 

25

1983VII 11

17 32 01,4

21,78

103,33

04

4,3

 

26

1983 VII 15

11 48 51,6

21,75

103,44

03

5,0

 

** TuÇn Gi¸o Earthquake; * Aftershocks

 

Structural characteristics of the earth crust

The combination of geophysical methods used in studying the structural characteristics of the earth crust in the TuÇn Gi¸o area and its surroundings includes [2,3,7,14,16]: 1) Magnetic and gravity field variation method, of which the upward field continuation, downward field continuation, anisotropy analysis and high order derivative methods play the main role; 2) Gravity back analysis method; 3) Georadar method, which is also used by the author in this study.

On the basis of the existing data (Bouguer gravity map of 1/50,000 scale; aeromagnetic map of 1/200,000 scale; 10 profiles of detailed gravity, ground magnetic and georadar survey of 1/50,000 scale) and the methods of study presented above, the author has compiled an earth crust structure map of the study area. The result is as follows [3]:

 1. Crystalline basement surface

The crystalline basement surface in the study area varies in a relatively complicated manner. The depth to the basement is not great, in average 3 ¸ 4 km. The deepest place of the basement surface coincides with the Tó LÖ Mesozoic depression (hk = 5 ¸ 6 km). This surface reflects the difference in density between the sedimentary and granite layers which varies between 0.03 g/cm3 ¸ 0.09 g/cm3 whereas the density of the sedimentary layers varies between 2.63 g/cm3 ¸ 2.68 cm3.

2. Conrad surface

Further the Conrad surface lies at the depth of 15 ¸ 22 km where the density of the granite layer varies between 2.68 g/cm3 ¸ 2.73 g/cm3. This surface represents the difference in mean density between the "granitic" and the "basaltic" layers.

3. Moho surface

The lowermost is the Moho surface situated at the depth of 35 ¸ 40 km where the density of the basaltic layers varies between 2.89 ¸ 2.93 g/cm3. The Moho surface represents the difference in average density of the basaltic layer and the mantle (whose density are 3.3 g/cm3).

4. Main fault systems

The faulting scheme of the study area is described by the author based on the subdivision of the faults into various orders. It should be noted that this subdivision is only qualitative and based mainly on the structural characteristics: the extents, the expression on the Bouguer gravity anomaly map, the role of the faults in respect to the geologic structure and the basic boundary surfaces of the earth crust such as the crystalline basement surface, the Conrad surface, the Moho surface as well as the lateral heterogeneity of the crust density. Some main faults are described in Table 2.

Table 2. Some main faults in the TuÇn Gi¸o area and its surroundings

No

Name of fault

Trend of development

Direction
of dip

Depth of penetration (km)

1

Fan Si Pan (1)

NW - SE

SW

60

2

Tó LÖ (2)

NW - SE

SW

35¸ 40

3

Phong Thæ (4)

NW - SE

NE

30¸ 40

4

S«ng §µ (7)

NW - SE

NE

30¸ 40

5

S¬n La (29)

NW - SE

NE

60

6

TuÇn Gi¸o (8)

N - S

W

30¸ 40

7

Lai Ch©u - §iÖn Biªn (13)

N - S

E

60

8

S«ng M· (25)

NW - SE

SE

60

9

§iÖn Biªn - TÜnh Gia (23)

NW - SE

NE

30¸ 40

 

As we know, a deep-seated fault is a vulnerable place of the earth crust favourable for the release of energy and the place where foci of strong earthquakes are concentrated. Thus the existence of active deep-seated faults may be considered as a precondition for the generation of strong earthquakes. The epicentre distribution map shows that all strong earthquakes occur in fault zones. On the S¬n La fault occurred the TuÇn Gi¸o earthquake - 1983 (with Ms » 6.8 in Richter scale), on the Lai Ch©u - §iÖn Biªn fault occurred two earthquakes in Lai Ch©u - 1914 (Ms » 5.0 in Richter scale) and §iÖn Biªn -1920 (Ms » 5.0 in Richter scale). Comparing the fault distribution map based on gravity data and the earthquake epicentre distribution map we can see that the areas having maximum value of gravity gradient coincide with the areas where earthquake occurs. Thus, the areas of strong seismic activities usually have high gravity gradient. This dependence proves more the efficiency of the gravity method in tectonic research in areas with similar geologic and geophysical conditions as in our country.

Seismotectonic characteristics

1. Tectonic characteristics

According to Lª Duy B¸ch and Ng« Gia Th¾ng [13] the earth crust in the NW of ViÖt Nam is a product of Pre-Cambrian, Phanerozoic mobile belts and Mesozoic - Cenozoic intraplate activated superimposed structures.

The structures are subdivided after their age as follows: a) Early Paleozoic: S«ng M·, ThuËn Ch©u; b) Late Paleozoic - Early Mesozoic: M­êng TÌ, S«ng §µ. The S«ng M· zone was initiated by rifting during the destruction of the Late Riphean continent crust, leading to the formation of basins with oceanic crust.

The TuÇn Gi¸o area has the highest seismicity in ViÖt Nam. Earthquakes with magnitude of over 6.0 have occurred there. Although earthquakes do not occur as frequently and violently as in many other areas in the world, the earthquakes recorded here are worth to pay attention. If seismic activities are subdivided by maximum magnitude into 4 levels: 1) weak seismicity (Ms < 4.0); 2) moderate seismicity (Ms = 4.0 ¸ 4.9); 3) medium seismicity (Ms = 5.0 ¸ 5.9); and 4) strong seismicity (Ms = 6.0 ¸ 6.9), the study area comprises 4 types of tectono-structural units differing from one another in seismicity as follows:

1) Structures with low seismicity: S«ng C¶ zone;

2) Structures with moderate seismicity: Fan Si Pan; Tó LÖ; S«ng §µ and NËm C«;

3) Structures with medium seismicity: Pu Si Lung and M­êng TÌ zones;

4) Structures with strong seismicity: S«ng M·, ThuËn Ch©u and SÇm N­a – Hoµnh S¬n zones

2. Characteristics of seismic activities

According to statistical data, by the end of 2000 in TuÇn Gi¸o area 229 earthquakes were recorded with various magnitudes, of which (Fig. 2): 1) two were of destructive character: §iÖn Biªn in 1935 with Ms = 6.8 and TuÇn Gi¸o on 24 June 1983 with Ms = 6.7 in Richter scale; 2) Four were of high magnitude Ms = 5.0 ¸ 5.9; 3) Fourty-six with Ms = 4.0 ¸ 4.9; and 4) the remaining with Ms < 4.0. The statistical analysis of earthquakes in this study was carried out in the direction of finding out the distribution laws of seismic activities in space and time.

2.1. Spatial distribution of earthquakes

a. Area distribution of earthquake epicentres

A distribution map of earthquake epicentres of TuÇn Gi¸o area and its surroundings is shown in Fig. 2. The most prominent feature in this map is the concentration of epicentres in zones coinciding with the major tectonic fault zones of the earth crust, namely:

1) The Lai Ch©u - §iÖn Biªn earthquake zone developed along the fault zone of the same name with sub-meridional direction. This is a zone having strong seismic activities and probably it still extends further northward (into the territory of China) and southward (into the territory of Laos). Within the territory of ViÖt Nam 10 earthquakes with Ms = 4.6 ¸ 5.5 have been recorded.

 

 2) The NW-SE trending S¬n La earthquake zone developed along the S¬n La and S«ng §µ fault zones. Many earthquakes with Ms ³ 3.0 have been recorded in this zone, especially the TuÇn Gi¸o earthquake of 1983 (Ms= 6.7).

3) The S«ng M· - §iÖn Biªn - TÜnh Gia earthquake zone extending in NW-SE direction. Within this zone the §iÖn Biªn earthquake of 1935 occurred with Ms = 6.8.

b. Depth distribution of earthquake foci

In general, the focal depth of earthquakes in TuÇn Gi¸o area and its surroundings has not exceeded 25 km. The maximum depth of over 15 km pertains to the earthquakes with large magnitudes such as: §iÖn Biªn earthquake with Ms = 6.8 and H = 23 km; TuÇn Gi¸o earthquake with Ms = 6.7 and H = 18 km.

With the aim to find out the distribution law of earthquake foci, within this study the authors determined the average density of foci with the use of a grid with interval of 1km. From the result of this calculation (Fig. 3) we can easily recognize that the earthquake foci in the TuÇn Gi¸o area and its surroundings are concentrated mainly in the depth from 4km to 21km. The thickness of the seismic active layer is about 17 km.

c. Magnitude distribution of seismic activities

Magnitude distribution law of seismic activities is expressed rather clearly for the strong earthquakes in the study area, especially the TuÇn Gi¸o earthquake in 1983 (Fig. 2). Here before the occurrence of TuÇn Gi¸o earthquake in 1983 with Ms = 6.7 three earthquakes with Ms = 5.0 ¸ 5.9 occurred: in 1914, 1920 and 1926. These three earthquakes tended to move counter-clockwise, in time sequence from the earthquake in 1914 through that in 1920 and then to that in 1926 with the most remote distance of about 50 km from the epicentre of TuÇn Gi¸o earthquake. Earthquakes with lower magnitude (Ms = 4.0 ¸ 4.9) and distance from the epicentre of TuÇn Gi¸o earthquake not exceeding 35 km showing similar trend of movement occurred in 1927, 1936 and 1945.

2.2. Time distribution law

a. Time distribution characteristics

The most prominent feature of this distribution is the manifestation of seismic activities with low frequency in the period before 1914 and from 1945 to 1976 (Fig. 4). Before the occurrence of TuÇn Gi¸o earthquake in 1983, there was in 1977 a manifestation of intensive seismic activities, and then it decreased. If this is a premonition of a strong earthquake, we can use it in the future for long-term earthquake prediction in ViÖt Nam.

b. Quiescence - activation law

The seismic quiescence in an area is determined clearly in the spatial and temporal distribution curve of the earthquake. On the basis of the earthquake spatial and temporal distribution of the TuÇn Gi¸o area and its surroundings one can make some remarks as follows (Fig. 4): 1) The average seismic quiescence time before the maximum earthquake is about 50 years; 2) Intensive seismic activities before the §iÖn Biªn earthquake took place in the period from 1914 to 1945, i.e. about 30 years. During this period of intensive seismic activities the most prominent thing is the occurrence of the §iÖn Biªn earthquake in 1935 (Ms = 6.8); 3) If the previous period of intensive seismic activities is deemed to characterize the present, then at present the TuÇn Gi¸o area and its surrounding is being subjected to a period of intensive seismic activities which may continue for 10 years.

Maximum earthquake occurrence in the TuÇn Gi¸o area

An extremely important task in seismotectonic study, that is the premise for medium- and long-term earthquake forecast, is the study and prediction of seismic sources. This is a long-term and urgent direction of research of a nation, the result of which will serve as the primary basis and foundation for the earthquake forecast in the future. The main methods used for evaluating the maximum earthquake occurrence in this study include the forecast of maximum earthquake based on the identification problem, and the time - magnitude problem in earthquake forecast [1-12,14,15].

1. Identification problem

Aiming to find out the locatilities having the risk of maximum earthquake occurrence in the TuÇn Gi¸o area and its surroundings the author adopts an identification algorithm. The used data include: vertical component vector of the magnetic field D Ta; the vertical vector of Bouguer gravity field; lineament intersection density and lineament density. These data are taken from standard samples and subjected to processing for putting in the identification program as follows:

 

 - The data on vertical component vector of magnetic field (along the z-axis) calculated from the component aeromagnetic field D Ta in the area of earthquake with defined magnitude.

- The data on vertical component vector of gravity field (along the z-axis) calculated in the area of earthquake with corresponding magnitude.

- The data on lineament density and lineament intersection density established from the results of space image and geological data interpretation.

The standard sample selected for the identification problem is an area around the epicentre of an earthquake with a radius of about 8 km.

Usually the selected standard samples are based on the task set forth for the identification problem. For the purpose of forecast the seismic maximum of the TuÇn Gi¸o area and its surroundings the author uses two types of standard samples:

1) The standard samples of the first type are earthquakes with magnitude between 6.0 and 6.9 (Ms = 6.0 ¸ 6.9): §iÖn Biªn, 1935, and TuÇn Gi¸o, 1983.

2) The other standard samples are earthquakes with magnitude between 5.0 and 5.9 (Ms = 5.0 ¸ 5.9): Lai Ch©u, 1914; §iÖn Biªn, 1920; S¬n La, 1926; TuÇn Gi¸o, 1983; and Lu©n Ch©u, 1993.

The result of earthquake forecast by identification problem is shown in Fig. 5. According to this result some remarks can be made as follows:

a) Earthquakes with maximum magnitude 6.0 ¸ 6.9 are likely to occur in Pa Ham, TuÇn Gi¸o, Lu©n Ch©u, ThuËn Ch©u, Than Uyªn and S«ng M· areas.

b) Earthquakes with maximum magnitude 5.0 ¸ 5.9 are likely to occur in Pa Hang, M­êng Lay, Tña Chïa, Quúnh Nhai, Mai S¬n, M­êng Trai and Phu Ba areas.

2. Time - magnitude model

The time - magnitude model has been adopted by the author for long - term prediction of earthquakes in TuÇn Gi¸o area and its surroundings. The solution of this new prediction problem is carried out in three steps as follows:

1) Subdividing the study area into seismic areas with different seismic characteristics. The subdivision is based on the geologic structure, tectonic conditions and characteristics of seismic activities along earthquake-generating faults most reliably identified. Based on these criteria and on the previous studies we have subdivided the study area into two seismic areas, namely: §iÖn Biªn and TuÇn Gi¸o.

2) Identifying the representative earthquakes of each seismic area. It is required that these earthquakes are representatively distributed in time and magnitude in the respective seismic area.

3) Establishing a calculation program on PC, carrying out the calculation and presenting the results.

The time intervals between earthquakes with Mmin thresholds in each seismic area have been taken into account respectively. Totally in seismic area 1 there are 10 time intervals and in seismic area 2 there are 23 time intervals. Coefficient b = 0.86 and c = 0.09 of the study area have been established for the equation after iterated calculations, whereas the coefficients = -3.51, = -3.38 are the average value of coefficient a of the seismic areas 1 and 2.

Thus, for §iÖn Biªn seismic area the empirical formula representing the relationship between time and magnitude of the main earthquakes is:

log T = 0.86 Mmin + 0.09 Mp - 3.51 (5)

The similar formula for TuÇn Gi¸o seismic area is:

log T = 0.86 Mmin + 0.09 Mp - 3.83 (6)

The calculated correlative coefficient is approximately 0.5 with standard deviation as 0.38. It can be remarked that this correlative coefficient is not high; it depends on the available data and in this case it is acceptable. Using the Kolmogorov test we obtained a maximum Dn value as 0.0825, thus l = 0.351 and P(l )= 0.9997. The standard logarithmic distribution of T/Tt ratio is reasonable, with a standard deviation of 0.21 as obtained after the calculation.

The standard logarithmic distribution is correct for the seismic areas. The occurrence time and magnitude of the last major earthquake in the seismic area are taken into consideration. The occurrence probabilities of earthquakes with Ms = 5.0; 5.5; 6.0 and 6.5 in Richter scale respectively after 10, 30, 50 years from 2002 have been calculated by formulas (5) and (6).

According to the results of these calculations, in 10 coming years, the occurrence probability of earthquakes with Ms = 5.0 in the seismic area 1 will be 0.291 and in the seismic area 2 will be 0.247. The last earthquake that occurred in the seismic area 1 with Ms ³ 5.0 was the Thin Tãc earthquake (19 February 2001, Ms = 5.3) and that in the seismic area 2 was TuÇn Gi¸o earthquake (24 June 1983, Ms = 6.7). The interval calculated by the simulation model for the seismic areas 1 and 2 is respectively 17.8 and 31.9 years. Similarly, in 50 coming years, the occurrence probability of earthquake with Ms = 6.0 in the seismic area 1 will be 0.219 and in the seismic area 2 will be 0.085. The last earthquake that occurred in seismic area 1 with Ms ³ 6.0 was the §iÖn Biªn earthquake (11 February 1935, Ms = 6.8) and in the seismic area 2 was the above mentioned TuÇn Gi¸o earthquake, with the intervals calculated by the simulation model for the seismic areas 1 and 2 being 174.4 and 228.2 years respectively.

The calculation results show that in 50 coming years from 2002 the occurrence probability of earthquakes with different magnitudes in the 2 seismic areas will not be high. The occurrence probability of earthquakes with Ms = 5.0; 5.5; 6.0 and 6.5 after various periods of time from 2002 have been calculated by formulas (5) and (6) for both seismic areas. It can be seen that at all 4 magnitude levels of earthquake used for prediction, the occurrence probability of earthquakes within the prediction period of the seismic area 1 is always higher than that of the seismic area 2.

The occurrence probability of earthquakes with Ms = 5.0 after 80 - 100 years is very high (0.957 and 0.976 for the seismic area 1; 0.864 and 0.908 for the seismic area 2 respectively). Similarly, the interval for earthquakes with Ms = 5.5 is 200 - 300 years, for those with Ms = 6.0 is 400 - 500 years and Ms = 6.5 is 1000 - 1250 years.

 

Conclusion

On the basis of the results obtained in this study, some conclusions can be made as follows:

1) Before the occurrence of the TuÇn Gi¸o earthquake there was in the epicentral area a long lasting seismic quiescence.

2) There is a manifestation of quiescence - activation law in the TuÇn Gi¸o earthquake. Before its occurrence in the neighbouring area an earthquake with lower magnitudes appeared.

3) The area of the TuÇn Gi¸o earthquake source is about 676.1 km2. The parameters of the source have been determined as follows: length, L = 33.1km; width, W = 21.2 km; and focal height = 17 km.

4) The crust - upper mantle boundary (Moho surface) in the area varies in a rather complicated manner and has a depth varying between 32 km and 36 km, increasing from east to west.

5) The faults in the study area have a relatively great penetration depth (crust penetrating faults) and divide the earth crust into block structures with a clear variation of average density in lateral direction. Most of these faults have NW - SE direction (S¬n La, S«ng M·, S«ng §µ, ThuËn Ch©u, Fan Si Pan, Tó LÖ) and sub-meridional direction (Lai Ch©u - §iÖn Biªn, TuÇn Gi¸o).

6) In the TuÇn Gi¸o area and its surroundings exist three earthquake generating zones: Lai Ch©u - §iÖn Biªn, S¬n La and S«ng M·- §iÖn Biªn - TÜnh Gia. The thickness of the seismic activity layer is 17 km; the earthquake epicentres are concentrated mainly in the depth from 4 km to 21 km.

7) There is a clear manifestation of two seismic areas of strong seismicity: §iÖn Biªn and TuÇn Gi¸o. Earthquakes with magnitude 6.5 may occur in these two areas after 1000 - 1250 years with probabilities 0.879 and 0.797 respectively. The §iÖn Biªn seismic area has a recurrence interval of earthquakes with magnitude 5.0; 5.5 and 6.0 as 80-100 years (with probability 0.976); 200-300 years (0.949) and 400 - 500 years (0.896) respectively. The TuÇn Gi¸o seismic area has an occurrence probability of earthquakes with magnitude 5.0 as 80-100 years (0.908), magnitude 5.5 as 200-300 years (0.930) and 6.0 as 400-500 years (0.823).

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