The table shown here lists numbers of precisely defined earthquakes (classified as K, k, A; see the table in Section 1.2.3) occurring in and around Japan by region and magnitude. The Unknown column shows the number of earthquakes whose magnitude could not be determined, and the total number of quakes felt (measuring 1 or more on JMA's seismic intensity scale) is displayed at the bottom. District names for epicenters are based on the specifications of Appendix 1.A.3.. Tremors with a "Near Japan" district designation occurred in regions from No. 311 to No. 341, including Sakhalin, the Kurile Islands, the Korean Peninsula, the Ogasawara Islands, Primorskii and Taiwan.
Hypocenters are calculated using P-wave and S-wave arrival times, and magnitudes are determined using maximum seismic wave amplitudes. Lists of seismic stations and standard seismograph response curves are shown in Appendices 1.A.1. and 1.A.2., respectively. The iterative method [Hamada et al. (1983)^{(2)};an extension of Geiger's method [Geiger (1910)^{(1)}]]is used to calculate hypocenter locations. The data weighting is based on the following formula, where R denotes hypocentral distance [Ueno et al. (2002)^{(3)}]:
For P-waves ( Wp ) | Wp = Rmin ^{2}/R ^{2} |
For S-waves ( Ws ) | Ws = Wp/3 |
Rmin : Hypocentral distance from the station nearest the hypocenter (km) | |
( if Rmin ≤ 50, Rmin = 50; if Wp > 1,Wp = 1) |
Data from stations displaying large travel time residuals are not used for calculation. The depth of focus is initially calculated with no restrictions. If the solution for earthquake parameters is unstable, the best solution is sought with the epicenter fixed and the depth changed in increments of 1 km. For earthquakes located in the shallow region around the Kurile Islands (see Figure 1), the focal depth is fixed at 30 km.
The JMA2001 travel time table [Ueno et al. (2002)^{(3)}] is mainly used for theoretical travel time calculation. For earthquakes located in the shallow region around the Kurile Islands, the travel time table given by Ichikawa (1978)^{(5)} is used. The Jeffreys-Bullen travel time table [Jeffreys and Bullen (1958)^{(4)}] is used for earthquakes with an epicentral distance 2,000 km or farther away from JMA's seismic network (see the travel time tables and seismic velocity structures for details).
In the averaging procedure for ⅰ, ⅱ and ⅲ, the initial mean of magnitudes at all stations
is first calculated. The mean and standard deviation of magnitudes for the stations are then calculated,
with values deviating from the initial mean by more than 0.5 discarded. The mean is adopted as the magnitude
only if the standard deviation is less than 0.35.
The meanings of the symbols used in the above formulas are as follows:
H | : Focal depth (km) |
Δ | : Epicentral distance (km) |
R | : Hypocentral distance(km) |
α | : Constant 1/0.85=1.176 |
β_{D}, β_{V} | : Terms showing dependence on Δ and H (see Figure 3 and 4) |
C_{D} | : Correction value (= 0.2) used for D93-type seismometers |
C_{V} | : Correction value depending on seismometer types (see Table 1) |
A_{N}, A_{E} | : Maximum displacement amplitude in the horizontal component of D93-type seismometers. The unit is micrometers = 10^{−6} m. |
A_{Z} | : Maximum velocity amplitude in the vertical component of EMT-, EMT76- or E93-type seismometers. The unit is 10^{−5} m/s. |
Figure 2: Region(blue shading) where stations in the ranges of R ≥ 30 km and Δ≤ 2000 km are always used for Displacement Magnitude calculation. |
Figure 3 : Contour representation of β_{D} | Figure 4 : Contour representation of β_{V} |
Seismometer type | Value | Seismometer type | Value |
---|---|---|---|
JMA-93 type, velocity sensor, remote, surface installation | 0.00 | JMA velocity sensor, installed in volcanic region | 1.13 |
JMA OBS, velocity sensor | 0.47 | Other JMA seismometer, velocity sensor | −0.18 |
JMA-67 type, velocity sensor with logarithmic-amplifier, remote | −0.02 | High-sensitivity seismometer, velocity sensor, bore-hole installation | 0.43 |
JMA velocity sensor, local, surface installation | −0.02 | Other organization, velocity sensor, ground installation | 0.12 |
JMA velocity sensor, local, buried | 0.50 | Other organization, velocity sensor, horizontal-tunnel installation | 0.30 |
JMA velocity sensor with logarithmic-amplifier, local, buried | −0.11 | Other organization, velocity sensor, bore-hole installation | 0.48 |
JMA velocity sensor, remote, surface installation (except 93 type) | 0.03 | Other organization OBS, velocity sensor | 0.11 |
JMA velocity sensor, remote, buried | 0.29 |
A new auto hypocenter detection approach (the PF method; Tamaribuchi et al., 2016^{(17)}) was adopted in April 2016, and three new hypocenter categories were introduced.
The distribution of Mth values is shown Figure 5. The number is 1.7 on and near land, increasing to 3.5 with distance from land. For earthquakes occurring deeper than 150 km, Mth increases as shown in Table 2. In the Tokai district, values are especially set as shown Figure 6.
Figure 5: Mth distribution (at depths from 0 to 150 km), with solid lines representing increments of 0.1 except in the Tokai district. |
Figure 6: Mth for the Tokai district |
Table 2: Mth with depth |
If more than 40 stations report observation in fully checked hypocenter classification, the 40 nearest the focus are used for calculation (as of October 1997) [Earthquake Prediction Information Division, Seismology and Volcanology Department, Japan Meteorological Agency (1998)^{(6)}]. Stations are selected as outlined below.
In simply checked hypocenter classification, all available stations are used for calculation.
In automatic hypocenter classification, the selection applied in fully checked hypocenter categorization is performed only with the PF method.
The calculated earthquake parameters are categorized into classes K, S, k, s, A and a based on their accuracy and determination methods.
High-precision hypocenters | Low-precision hypocenters | |||
---|---|---|---|---|
Over Mth | K (fully checked) | S (fully checked) | ||
Less than Mth | k (simply cheked) | A (Auto) | s (simply cheked) | a (Auto) |
Full checking is performed for earthquakes with a seismic intensity of 1 or more in Japan, and otherwise where necessary.
The hypocenter classification standards are outlined below. The inland region is defined as shown in Figure 1, and the general region is defined as all areas except the inland region and the region around the Kurile Islands.
High-precision hypocenters (K, k, A) | |||
---|---|---|---|
Region | Inland | General | Region around the Kurile Islands |
Origin time error | Less than 0.5 sec | Less than 1.0 sec | Less than 1.5 sec |
Epicenter latitude/longitude estimation error | Less than 3.0 min | Less than 5.0 min | Less than 10.0 min |
Low-precision hypocenters (S, s, a) | |||
---|---|---|---|
Region | Inland | General | Region around the Kurile Islands |
Origin time error | 0.5 – 2.0 sec | 1.0 – 2.0 sec | 1.5 – 2.0 sec |
Epicenter latitude/longitude estimation error | 3.0 – 10.0 min | 5.0 – 10.0 min | 10.0 – 15.0 min |
This bulletin lists class-K, k and A hypocenters only.
Earthquake^{*} parameters and data on wave arrival at the seismic stations of JMA and other organizations** are listed.
* Earthquakes included on this list meet at least one of the following conditions:
— JMA calculates the hypocenter and magnitude
— USGS calculates the hypocenter and mb or Ms as about 6 or greater, or the tremor is felt at a Japanese station
(a JMA seismic intensity of 1 or larger).
** National Research Institute for Earth Science and Disaster Prevention, Hokkaido Univ., Hirosaki Univ., Tohoku Univ., The Univ. of Tokyo, Nagoya Univ., Kyoto Univ., Kochi Univ., Kyushu Univ., Kagoshima Univ., the National Institute of Advanced Industrial Science and Technology, the Geospatial Information Authority of Japan, the Japan Agency for Marine-Earth Science and Technology, Aomori Pref., the Tokyo Metropolitan Government, Shizuoka Pref., the Hot Springs Research Institute of Kanagawa Prefecture, Incorporated Research Institutions for Seismology
Estimated focal parameters are shown at the top of the field assigned to each event. For hypocenters with a fixed focal depth, the symbol (F) is shown after the focal depth value. Focal data with large estimation errors are reported as "POOR SOLUTION" and are excluded from 1.2 Earthquake parameters. For distant earthquakes, parameters provided by other organizations such as USGS are included in the table. Arrival parameters observed at each station are listed in order of epicentral distance. Arrival data on earthquakes whose focal parameters cannot be determined are given in order of the observed arrival time.
For earthquakes whose nodal plane solution or CMT solution is determined, information on the solution is shown below the focal parameters.
Any special remarks or extra information on matters such as damage and/or tsunami heights are included under "REMARK."
where | ||
th: | Epicentral angular distance (in radian) | |
ph_{E} l_{E}: | Geocentric latitude and longitude of epicenter | |
ph_{S} l_{S}: | Geocentric latitude and longitude of station |
where | ||
Δ: | Epicentral distance (km) | |
r: | Average radius of the earth (6,371.009km) |
Monthly and annual epicenter distributions are shown in the figures titled "Earthquake epicenters in Japan and adjacent regions" and "Regional distribution of earthquakes." Annual distributions of epicenters within certain depth layers are also shown.
Nodal plane solutions for major earthquakes are shown using lower-hemisphere equal-area projection. The values of their solution parameters, the strike (STR), dip (DIP) and slip-direction (SLIP) of nodal planes (NP1, NP2), and the azimuth (AZM) and plunge (PLG) of the P-, T- and N-axes are shown under each figure. The strike of each plane and the azimuth of each axis are measured clockwise from north. The dip of each plane and the plunge of each axis are measured downward from the horizontal plane. Slip signifies the motion of a hanging wall relative to a foot wall, and its direction is measured counterclockwise from the strike direction. Nodal plane solutions are determined using the method of Nakamura and Mochizuki(1998)^{(10)}, and take-off angles are calculated based on the velocity structure of Ueno et al.(2002) ^{(3)}(see the take-off angle table and seismic velocity structure).
CMT solutions for major earthquakes are shown using lower-hemisphere equal-area projection. The CMT solution determination method is based on Kawakatsu (1989)^{(11)}. For further details, see Nakamura et al. (2003)^{(12)}.
Information on each CMT solution is shown above and below the figure as follows:
1st line | : Origin time (JST) |
2nd line | : Region name |
Hypo. | : Location (latitude, longitude, depth) of hypocenter |
Cent. | : Location (latitude, longitude, depth) of centroid |
Δ t | : Centroid time minus origin time (sec.) |
Mo | : Scalar momentt |
Mw | : Moment magnitude |
Mj | : JMA magnitude |
mrr,mtt,mff,mrt,mrf,mtf | : Moment tensor components |
STR | : Strike of nodal planes (NP1, NP2) |
DIP | : Dip angle of nodal planes (NP1, NP2) |
SLIP | : Slip angle of nodal planes (NP1, NP2) |
MOM | : Moment tensor component of P-, T- and N-axes |
AZM | : Azimuth of P-, T- and N-axes |
PLG | : Plunge of P-, T- and N-axes |
V.R. | : Variance reduction |
ε | : Non-double couple component ratio |
N | : Number of stations used |
COMP | : Number of components used |
The moment tensor is expressed by the spherical polar coordinates (r, t, f), which represent upward, southward and eastward positive respectively.
The strike of each nodal plane and the azimuth of each axis are measured clockwise from north. The dip of each nodal plane and the plunge of each axis are measured downward from the horizontal plane. Slip signifies the motion of a hanging wall relative to a foot wall, and its direction is measured counterclockwise from the strike direction.
Dilatational strain is continuously observed using borehole strain meters [Seismological Division, Observation Department (1979)^{(13)}, Nihei et al. (1987)^{(14)}] and multi-component strainmeters [Ishii et al. (1992)^{(15)}] in the Tokai and southern Kanto regions. The "Volume strain observation stations" and "Linear strain observation stations" tables in Appendix 2.A give station names, station codes, latitudes, longitudes, altitudes and depths of strain meters. The "Directions of measurement" table in Appendix 2.A gives sensor names and directions of measurement. The distribution of stations is shown in the figure "Crustal strain station map".
The data consist of hourly means of strain values. Positive and negative values correspond
to crustal expansion and contraction, respectively, relative to the value at the time when observation
was started.
An asterisk indicates that the value has been modified from the original. Some values are
accompanied by one of the following:
LOSS | Loss of data |
V.O. | Valve Open |
I | Instrumental adjustment |
P | Power failure |
O | Others |
The data consist of hourly means of linear strain for each component.
Positive and negative values correspond to crustal expansion and contraction, respectively,
relative to the value at the time when observation was started.
An asterisk indicates that the value has been modified from the original.
Some values are accompanied by one of the following:
LOSS | Loss of data |
Z.S. | Zero Shift |
I | Instrumental adjustment |
P | Power failure |
O | Others |