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LOCAL EARTHQUAKE HISTORY

Haboro Town earthquake and Shindo history in 2025

羽幌町

This annual view includes only earthquakes from 2025 for which stations associated with Haboro Town recorded Shindo.

Data period: 1 January–31 December 2025
Data period: 1 January–31 December 2025

In 2025, stations associated with Haboro Town reported local Shindo for 3 earthquakes. The highest local level recorded that year was Shindo 3.

Observed events32025
Highest local Shindo32025
Data period: 1 January–31 December 2025 · 3 observed earthquakes

Observation history · 2025

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.

2025 · Clear filters
First observation: May 18, 2015

Observed events by year

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

All years
2025

Shindo observed in this place

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

All Shindo
122031405−05+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 2025 statistics.

Local seismic profile

Where the shaking usually comes from

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

3
Off the northwest Coast of Hokkaido北海道北西沖
8
2
Off the west Coast of Hokkaido北海道西方沖
5
2
Northern Soya Region, Hokkaido宗谷地方北部
4
2
Central and northern Rumoi Region, Hokkaido留萌地方中北部
4
3
Central and eastern Iburi Region, Hokkaido胆振地方中東部
2
3
Off the east Coast of Aomori Prefecture青森県東方沖
2
Reference model · not a forecast J-SHIS (NIED) · 250 m · 6641453631

Ground conditions near an observation station

J-SHIS data for the 250 m mesh containing 羽幌町南3条.

J-SHIS / NIED

How to read these values

Landform classSand dune砂丘

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.

AVS30194.5 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×1.85

For the same incoming wave, local ground conditions may make peak-motion velocity at the surface about 85% 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.