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LOCAL EARTHQUAKE HISTORY

Ogasawara Village earthquake and Shindo history in 2016

小笠原村

This annual view includes only earthquakes from 2016 for which stations associated with Ogasawara Village recorded Shindo.

Data period: 1 January–31 December 2016
Data period: 1 January–31 December 2016

In 2016, stations associated with Ogasawara Village reported local Shindo for 25 earthquakes. The highest local level recorded that year was Shindo 2.

Observed events252016
Highest local Shindo22016
Data period: 1 January–31 December 2016 · 25 observed earthquakes

Observation history · 2016

This history counts earthquakes observed at stations in the place, not earthquakes whose epicentre lies inside its boundary. Counts can change as stations are updated and older or corrected observations are added.

2016 · Clear filters
First observation: Jan 25, 2015

Observed events by year

Choose a year to update the event history and local Shindo distribution.

All years
2016

Shindo observed in this place

The highest reading from stations in this place, not the maximum Shindo of the whole event.

All Shindo
1192630405−05+06−06+070
Reference model · not a forecast

Ground & J-SHIS

The context below uses the place's full available history and reference models; it is not part of the 2016 statistics.

Local seismic profile

Where the shaking usually comes from

Source regions of earthquakes observed here, ordered by the number of reports.

5+
Adjacent Sea of Chichijima Island父島近海
186
3
Adjacent Sea of Ioto Island硫黄島近海
52
5+
Off the west Coast of Ogasawara Islands小笠原諸島西方沖
46
4
Adjacent Sea of Torishima Island鳥島近海
21
2
Mariana Islandsマリアナ諸島
5
1
Off the south Coast of Tokaido東海道南方沖
4
Reference model · not a forecast J-SHIS (NIED) · 250 m · 4042511512

Ground conditions near an observation station

J-SHIS data for the 250 m mesh containing 小笠原村父島西町.

J-SHIS / NIED

How to read these values

Landform classMarine sand and gravel bars砂州・砂礫州

A landform class assigned to the whole 250 m mesh and used to estimate AVS30. The name alone does not determine safety, and it is model data rather than a borehole survey at the station.

AVS30260.2 m/s

The average speed of an S-wave through the upper 30 metres. A lower value generally indicates softer material that can amplify shaking more. J-SHIS uses this value to estimate the amplification shown to the right. It is not predicted Shindo.

Surface velocity amplification×1.44

For the same incoming wave, local ground conditions may make peak-motion velocity at the surface about 44% higher than at engineering bedrock (Vs = 400 m/s). This value describes motion velocity—it does not multiply magnitude or forecast ground acceleration.

Ground conditions can change over short distances. These values do not rate the whole place or the safety of a building, and they cannot predict an earthquake. Source: J-SHIS (NIED), V4 model; processed for presentation by JISHINDESU.

Local seismic profile

Nearby places

Municipalities nearest to the representative station position.