1970 New Guinea earthquake

Tectonic setting

The island of New Guinea lies within the complex zone of collision between the Australian plate and the Pacific plate. Within this overall setting, the active tectonics of northern Papua New Guinea is dominate by the effects of continuing collision between the Huon–Finisterre island arc terrane with the edge of the Australian continental margin. The overall shortening is concentrated into two zones of thrust faulting, the Ramu–Markham fault zone, which forms the southwestern boundary of the Huon–Finisterre terrane, and the Highlands Thrust Belt, which lies further southwest and deforms the Australian margin. The hanging wall of the Ramu–Markham thrust system is broken up by a series of strike-slip faults. The orientation of these faults, parallel to the direction of thrusting, suggests that they accommodate distortion of the Huon–Finisterre block. Most of the seismicity in northern Papua New Guinea is associated with the Ramu–Markham fault system, with a smaller number of earthquakes occurring on the strike-slip faults and on the Highlands Thrust Belt.

Earthquake

The earthquake took place near Madang, approximately 350 mi northwest of Port Moresby. Generally, it was on the northeast coast. The earthquake was the result of strike-slip faulting.

Damage and casualties

Up to eighteen deaths and twenty injuries occurred. Felt throughout the entire island of New Guinea, it caused extensive damage in the city of Madang, where it killed three people. Several homes buckled and cracks appeared in streets. On the coast of the island, a cable connecting telephone units for Australia and Guam was cut. When a canoe was inverted by this change, three people were killed.

Its maximum intensity of VIII (Severe) was restricted to a zone 20 km from the epicenter (including the epicenter). Up to 70 km away from the epicenter, damage measuring intensity VII (Very strong) was recorded. Landslides caused most of the deaths (which the Catalog of Tsunamis in the Pacific, 1969–1982 lists as 15), which occurred in wooden huts damaged by the shock and crushed by rock. The number of huts damaged totaled more than 800. The city most damaged was Madang. Houses with poor earthquake engineering such as those with weakly reinforced frames performed poorly. Forty-five percent of the city's steel water tanks were beyond repair.

References

References

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