scholarly journals The Surface Wave Magnitude for the 9 October 2006 North Korean Nuclear Explosion

2008 ◽  
Vol 98 (5) ◽  
pp. 2498-2506 ◽  
Author(s):  
J. Bonner ◽  
R. B. Herrmann ◽  
D. Harkrider ◽  
M. Pasyanos
Author(s):  
G. L. Downes

The 1904 August 09 NZT (August 08 UT) MS6.8 earthquake caused widespread structural and chimney damage from Napier to Wellington and was felt over a large part of New Zealand. Other than a brief paper in 1905, and determinations of its surface wave magnitude in the last 20 years, little has been done to better locate the earthquake or detail its effects. Comprehensive data have now been obtained from searches of historical documents, including newspapers, private and government papers, as well as instrumental records. Interpretation of the intensity data shows that the earthquake was probably centred near Cape Turnagain at relatively shallow depth. The paucity of aftershocks suggests that the earthquake occurred either on the subduction interface, or in the lower seismicity band or upper mantle of the subducting Pacific Plate. The area encompassed by the higher intensity isoseismals suggests the earthquake had a magnitude greater than the calculated surface wave magnitude MS6.75 ± 0.14 — possibly as high as MW7.2. At this magnitude, the earthquake becomes a more significant event in New Zealand’s historical record, and certainly the largest earthquake suspected of rupturing the plate interface along the Hikurangi Margin. A notable feature of the earthquake is the chimney and parapet damage caused in parts of Wellington Central Business District, approximately 170 km from the epicentre. Much of the city and inner suburbs experienced MM5-6, while MM6-7 occurred in several areas, mostly in those areas that are recognised as possibly susceptible to shaking enhancement, but also in several locations outside these areas. The 1904 Cape Turnagain earthquake has several implications for seismic hazard dependent on whether it was intra-slab or on the plate interface. Of particular importance, are the questions whether the damage in Wellington is exceptional and could represent microzone, focussing or directivity effects; the goodness of fit of the intensity distribution to modelled isoseismals using published attenuation relations; the compatibility of the magnitude with the maximum magnitude/magnitude cut-offs used in this area in the New Zealand Probabilistic Seismic Hazard model; and finally, the possibility that the 1904 earthquake might characterise plate interface earthquakes in southern Hawke’s Bay.


Author(s):  
Editor

An earthquake struck the San Fernando Valley on January 17 at 4:30 am. Pacific Standard Time. The epicenter was located at 34°13' North, 118°3' West at a depth of 14.6km. The surface wave magnitude from the National Earthquake Information Centre was 6.6. The local magnitude was 6.4. Most of this information was prepared within a few days of the earthquake occurring and some of the material included in this report was issued as a press release. A more detailed report is currently being prepared by the Reconnaissance Team sent by the Society.


1984 ◽  
Vol 74 (6) ◽  
pp. 2357-2378
Author(s):  
J. J. Lienkaemper

Abstract The Prague formula (Vanek et al., 1962), which is used for Preliminary Determination of Epicenters (PDE) magnitudes, exceeds that of Gutenberg (1945) by 0.19 unit of MS, leading to the false assumption that mean MS of PDE are inherently 0.19 larger than Gutenberg and Richter (1954) magnitudes, MGR. Recomputation of MS using Gutenberg's methods and Gutenberg-Richter (G-R) notepad data shows that MS values in the G-R notepads are ∼0.1 unit of MS too large on average, while MGR values are 0.05 larger still. Total inflation of MGR over recomputed MS values is 0.16 on average. MS for the same events recomputed with the Prague formula are thus only 0.03 unit of MS higher on average than MGR. Thus, PDE values of MS are on average directly comparable to MGR. This relationship probably is a consequence of the Prague formula having been calibrated to Gutenberg's revised magnitudes and MGR values. Surface-wave magnitude residuals summed over many events appear to fit a normal Gaussian distribution with a standard deviation of 0.28 unit-of-MS for two large independent samples. Thus, anomalous single-station MS values can be excluded from averaging, using probabilistic criteria rather than the ad hoc criteria used currently, and standard deviations of MS from the mean are valid estimates of error.


1977 ◽  
Vol 67 (1) ◽  
pp. 1-7 ◽  
Author(s):  
Robert S. Hart ◽  
Rhett Butler ◽  
Hiroo Kanamori

abstract Observations of Love and Rayleigh waves on WWSSN and Canadian Network seismograms have been used to place constraints upon the source parameters of the August 1, 1975, Oroville earthquake. The 20-sec surface-wave magnitude is 5.6. The surface-wave radiation pattern is consistent with the fault geometry determined by the body-wave study of Langston and Butler (1976). The seismic moment of this event was determined to be 1.9 × 1025 dyne-cm by both time-domain and long-period (T ≥ 50 sec) spectral amplitude determinations. This moment value is significantly greater than that determined by short-period studies. This difference, together with the low seismic efficiency of this earthquake, indicates that the character of the source is intrinsically different at long periods from those aspects which dominate the shorter-period spectrum.


New vertical and horizontal accelerometers based on torsion fibres of fused quartz and differential capacitance position sensors are discussed. The instruments have low drift, flat response from d.c. to nearly 1 Hz, and gain sufficient to measure tidal and seismic accelerations. They are small, weigh less than 9 kg, and have strict control of internal temperature and pressure. Tidal, free oscillation, and seismic data from the accelerometers are presented. Records of earthquakes of surface wave magnitude 6.5 to 7.5 yield free oscillation spectra with greater than 20 dB signal-to-noise ratio. Records of distant teleseisms provide a detection threshold of surface wave magnitude 2.5 at a distance of 30°. A record of the San Fernando earthquake of February 1971 gives an upper bound of 1mm for a vertical displacement step 190 km from the source.


2006 ◽  
Vol 19 (1) ◽  
pp. 1-7 ◽  
Author(s):  
Rui-feng Liu ◽  
Yun-tai Chen ◽  
Peter Bormann ◽  
Xiao Ren ◽  
Jian-min Hou ◽  
...  

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