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Home > Reconnaissance Activities > Indonesia > M7.6, 7.4 Papua, Indonesia (offshore) January 3, 2009
M7.6, 7.4 Papua, Indonesia (offshore) January 3, 2009

January 3, 2009

USGS EARTHQUAKE LIST

RECONNAISSANCE ACTIVITIES
EERI REPORT:

The Papua Earthquakes of January 3, 2009

Map of West Papua earthquake epicenters
West Papua earthquake epicenters (click to enlarge)
On January 3, 2009 (Indonesian time), a M7.6 earthquake in the pre-dawn hours and a M7.4 earthquake three hours later, almost certainly triggered by the first event, shook the remote east Indonesian province of West Papua. The region nearest the epicenter is sparsely populated and attracts tourists thanks to its diving sites, wildlife, and spectacular scenery. The capital city of Manokwari is the nearest major city (population 161,000) and is located about 145 km and 85 km from the first and second large shocks respectively. Depths of the two events were 17 km for the M7.6 and 23 km for the M7.4.

 A tsunami warning was issued and cancelled an hour later. Liquefaction was observed on beaches and in river banks. According to EERI Member Teddy Boen, these events and their aftershocks resulted in little damage to buildings and infrastructure. The Badan Geologi (Geological Agency) reported that in Manokwari, about 250 houses were lightly to heavily damaged with one collapse. Two people were killed and 74 injured. Numbers may have been two or three times larger throughout the entire province. 

Widespread fleeing from homes occurred not because of damage but because of fears of tsunamis and additional large shocks. Upwards of 17,000 evacuees filled tent cities. Fear coupled with illness within these camps and rainy weather has impeded the populace’s return home.

The 2009 events were both associated with subduction of the Pacific plate beneath the Australian plate. Relative plate motion in this area is 12 cm/yr; the convergence rate on these two plates is probably a few cm per year on a plane dipping about 30 degrees south beneath the north shore of West Papua. The Sorong fault, a major onshore transform fault that could have a sliprate as high as 10 cm/yr, has not had a large event for at least 100 years and may have been stress-loaded during this recent activity. Therefore there is concern that these recent events may lead to another large earthquake on the Sorong fault, which is located much closer to the cities of Manokwari and Sorong.

OTHER REPORTS
Jan 4, 2009 by staff writers of TerraDaily.com

Two powerful earthquakes rattled Indonesia's West Papua province early Sunday, triggering panic among residents but there were no immediate reports of any casualties or heavy damage.

The first 7.6-magnitude quake struck at 4:43 am (1943 GMT Saturday), about 150 kilometres northwest of the city of Manokwari, the US Geological Survey said, triggering a tsunami alert that was later withdrawn.

It was followed almost three hours later at 2233 GMT by a 7.5-magnitude aftershock, the US agency said.

Both quakes were fairly shallow, with the first hitting at a depth of 35 kilometres (22 miles) and the second at 45 kilometres.

Read more...

 
Images courtesy of the EERI Reconnaissance Team
  • L'Aquila April 2009 photos

    Typical damage pattern of better quality URM buildings in downtown L’Aquila consisted of generalized cracking of the masonry walls, especially between openings and in corners, leading to loss of the superficial plaster.

  • L'Aquila April 2009 photos

    Better construction quality and recently retrofitted buildings downtown L’Aquila suffered minor or no damage.

  • L'Aquila April 2009 photos

    Several displayed cross-ties (catene in Italian).

  • L'Aquila April 2009 photos

    The concrete shows an anomalous distribution of fine aggregates and cement, yielding a mix of larger aggregates without a dense cohesive matrix. [Photo: Guillermo Franco]

  • L'Aquila April 2009 photos

    Pancake collapse of third story over the second story in a four story building downtown L’Aquila. [Photo: Guillermo Franco]

  • L'Aquila April 2009 photos

    Classical example of pounding between two adjacent buildings downtown L’Aquila. [Photo: Guillermo Franco]

  • L'Aquila April 2009 photos

    Via degli Angeli in Paganica, typical of many towns built with level streets parallel to the hillside and short steep streets connecting them.

  • L'Aquila April 2009 photos

    Destroyed church and neighboring homes in San Gregorio, with earthquake victim searching for possessions.

  • L'Aquila April 2009 photos

    In the San Salvatore Hospital, the main hospital in the L’Aquila province, damage occurred to a few concrete columns in three of its many buildings.

  • L'Aquila April 2009 photos

    San Salvatore Hospital: Occasional interior damage & falling hazards at stairway due to poor seismic joint detailing. Thick heavy plaster over joint. Similar poor joint detailing widespread at exterior veneer.

  • L'Aquila April 2009 photos

    San Salvatore Hospital: Occasional instances of fallen unsecured medical equipment, yet damage to this nonstructural content was limited and not likely a significant operational factor

  • L'Aquila April 2009 photos

    Newly built one-story RC schoolbuilding in Onna with no evident damage; structures on the opposite side of the street suffered partial or complete collapse.

  • L'Aquila April 2009 photos

    The damage observed to industrial facilities in the area around l’Aquila was mainly to non-structural elements (e.g., partitions and ceiling tiles) and to contents.

  • L'Aquila April 2009 photos

    Failure of roof interior panels and insulation in an industrial facility.

  • L'Aquila April 2009 photos

    At a manufacturing plant, three tall steel silos, storing polypropylene beads, that were full during the earthquake either collapsed or suffered extensive damage.

  • L'Aquila April 2009 photos

    The silos also crumpled at their bases.

  • L'Aquila April 2009 photos

    Collapsed bridge, over the river Aterno near Fossa, of reinforced concrete construction, with three continuous spans. The collapse was likely induced by failure of the columns.

  • L'Aquila April 2009 photos

    Damaged bridge close to Onna, of same design as collapsed bridge near Fossa, showed evidence of damage in the column hinge.

  • L'Aquila April 2009 photos

    Closed exit of Provincial Route 38, from L'Aquila to Avezzano.

  • L'Aquila April 2009 photos

    Along the road to Fossa, minor slide at road embankment, though still retained by the wire protection.

Photos from EERI's Reconnaissance Team
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    Hotel Montana

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    Ministry of Agriculture

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    St. Francois de Sale Hospital, interior scene

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    Port

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    U.N. Annex building, interior

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    U.N. Annex building, exterior

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    St. Francois de Sale Hospital, exterior

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    Delmas Boys' School, exterior

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    Hillside Construction

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    Institut St. Paul Primary School

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

    Delmas Boys' School, interior

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

     

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

     

  • Photos of the 2010 Haitian earthquake from EERI Reconnaissance Team

     

Photos courtesy of Steve Baldridge
  • Photos from 2009 Samoan Islands earthquake

    Within the inundation zone most all of the wood framed residences were leveled down to the foundation.

  • Photos from 2009 Samoan Islands earthquake

    Many of the low lying villages have churches near and facing the ocean. The typical construction is a combination of concrete frames and CMU (concrete masonry unit) infill. There were several examples of the tsunami waters entering the churches through the front door and flowing out the windows along the sides of the church. While doors, windows and interior furniture were damaged the structures did not appear to have any distress from the hydrostatic loading. This picture shows the pews having been ripped from the slab as the tsunami waters rushed through the church.

  • Photos from 2009 Samoan Islands earthquake

    In addition to the damage from the tsunami waters there were examples of large localized damage to buildings from floating debris, typically vehicles and empty shipping containers.

  • Photos from 2009 Samoan Islands earthquake

    While most CMU (concrete masonry unit) buildings withstood the tsunami waters there were poorly constructed CMU buildings that did not fare well. The house in this picture was leveled to its foundation while other nearby masonry buildings survived. Many of the block cells in the walls of this CMU building were not grouted, including many of the cells that had reinforcing steel in them.

  • Photos from 2009 Samoan Islands earthquake

    There did not appear to be much, if any, damage from the seismic event. This school, located out of the inundation zone, however exhibited some odd horizontal cracking along the top reinforcing steel in concrete frame members. This may be due to some pre-existing corrosion or construction issue that had been aggravated by the ground motion of the earthquake.

  • Photos from 2009 Samoan Islands earthquake

    This CMU (concrete masonry unit) building withstood most of the force of the tsunami waters except for an area at the back of the residence. It appears that there was some scouring of the foundation that may have weakened the connection of the CMU walls at their base. The force of the water passing through the house and trying to exit through small window openings would have created large forces on this wall.

Photos courtesy of Junwu Dai
  • Photos from 2009 Yunnan, China earthquake

    Collapsed adobe-wood building in epicenter area

  • Photos from 2009 Yunnan, China earthquake

    Collapse of exterior adobe wall

  • Photos from 2009 Yunnan, China earthquake

    Collapse of exterior adobe wall

  • Photos from 2009 Yunnan, China earthquake

    Damage of adobe buildings

  • Photos from 2009 Yunnan, China earthquake

    Damage of brick school building

  • Photos from 2009 Yunnan, China earthquake

    Damage of brick school building

 
  • China Wenchuan earthquake, 1/30

    Damaged building, Bailu, Wenchuan 2008 [photo: V. Cedillos, Project Manager, GeoHazards Intl]

  • China Wenchuan earthquake, 2/30

    Ground settlement in Bailu, Wenchuan 2008 [photo: V Cedillos, GeoHazards Intl]

  • China Wenchuan earthquake, 3/30

    Fault rupture at Bailu Middle School did little damage to new building (left), Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 4/30

    Temporary housing in Bailu, Wenchuan 2008 [photo: V Cedillos, GeoHazards Intl]

  • China Wenchuan earthquake, 5/30

    Timber lace construction, Bailu, Wenchuan 2008 [photo: V Cedillos, GeoHazards Intl]

  • China Wenchuan earthquake, 6/30

    Bridge, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 7/30

    Collapsed spans of reinforced concrete arch bridge, Xiao Yu Dong [photo: Build Change]

  • China Wenchuan earthquake, 8/30

    GaoYuan Bridge [photo: Build Change]

  • China Wenchuan earthquake, 9/30

    Han Wang High School shear wall, external view [photo: Build Change]

  • China Wenchuan earthquake, 10/30

    Adjacent bldgs may have averted collapse of 5-story masonry bldg in Dujiangyan [photo: Build Change]

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    Ground floor column failure (see previous image) [photo: Build Change]

  • China Wenchuan earthquake, 12/30

    6-story unreinforced masonry bldg with precast concrete plank floors, Dujiangyan [photo: Build Change]

  • China Wenchuan earthquake, 13/30

    Precast concrete plank rubble, collapsed unreinforced masonry bldg, Dujiangyan [photo: Build Change]

  • China Wenchuan earthquake, 14/30

    Damaged multistory building, Dujiangyan, Wenchuan [photo: V Cedillos, GeoHazards Intl]

  • China Wenchuan earthquake, 15/30

    Damaged 6-story residential bldg, Dujiangyan, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 16/30

    Temporary housing, Dujiangyan, Wenchuan 2008 [photo: V Cedillos, GeoHazards Intl]

  • China Wenchuan earthquake, 17/30

    Dujiangyan Shelter, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 18/30

    Shelter in Dujiangyan, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 19/30

    Reconnaissance team near Gaoyuan Village, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 20/30

    Damaged buildings at Lidui Park, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 21/30

    Residential building, Phoenix Lane, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 22/30

    Shenxigou, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 23/30

    Tonji Middle School, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 24/30

    Xiaoyudong Bridge damaged by fault rupture thrusting abutment, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 25/30

    Collapse of bldgs straddling fault running through town of Xiaoyudong, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 26/30

    Damaged aluminum plant at Xuankou, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 27/30

    Landslide in Yinchanggou, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 28/30

    Damaged building in Yingxiu, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 29/30

    Interview with local colleague in Yingxiu, Wenchuan 2008 [photo: M Lew]

  • China Wenchuan earthquake, 30/30

    Extensive damage in Yingxiu, Wenchuan 2008 [photo: M Lew]

Additional images avalable on CD-ROM
  • El Salvador 2001, 1/6

    Church in town of Santa Cruz Analquito not damaged at all in January and seriously damaged in February

  • El Salvador 2001, 2/6

    Seriously damaged church in Sonsonate

  • El Salvador 2001, 3/6

    View of a destroyed adobe house in Candelaria

  • El Salvador 2001, 4/6

    Damage to house in Cojutepeque

  • El Salvador 2001, 5/6

    Significant lateral spreading on banks of Rio Lempa

  • El Salvador 2001, 6/6

    Corroded pilings at the Port of Triunfo fell during the earthquake

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