• 検索結果がありません。

The effect@of station distribution upon location accuracy

N/A
N/A
Protected

Academic year: 2021

シェア "The effect@of station distribution upon location accuracy"

Copied!
1
0
0

読み込み中.... (全文を見る)

全文

(1)

P-31

変換波 sP から推定した 2004 年9月 5 日の紀伊半島南東沖地震(M7.4)の余震の深度の分布

°白玲(京大防災研)、川崎一朗(京大防災研)、石川有三(気象庁精密地震)

Focal depth distribution of aftershocks of Sept. 5, 2004, off-shore southeast of Kii peninsula

earthquake (M7.4) estimated from sP phase

°Ling BAI (DPRI, Kyoto University), Ichiro KAWASAKI (DPRI, Kyoto University)

Yuzo ISHIKAWA (Matsushiro, JMA)

(1)

Off-shore southeast of Kii peninsula

earthquake

A major earthquake with a magnitude of 7.4 occurred at 23:57:16 (local time) on September 5, 2004 at the off-shore southeast of Kii peninsular, Japan. This earthquake shocked much of southwestern Japan and as far north as Tokyo. However, the seismic activity was estimated to have quite different focal mechanisms. The foreshock (M6.9), the main shock and the largest aftershock (M6.5) showed reverse fault with a N-S compression, whereas aftershocks in the area extending to the northwest were estimated to have strike-slip faults.

Seismic stations are mostly located in continental areas. The poor azimuthal coverage can easily induce earthquake mislocations when using routine location method and basic seismic phases. Five OBS (Ocean Bottom Seismometers) were deployed at the center area of the earthquake cluster. The errors in focal depth for earthquakes outside the OBS net are remarkable uncertain.

(2) Relocations and velocity inversion

Distinct later phases were observed at small epicentral distance of about 150km. We interpret this phase as sP phase, an upgoing S

phase from the focus which is then reflected and converted to a P wave at the Earth’s phase at a point relatively near the hypocenter. This phase is sensitive to focal depth for its travel time changes slowly with distance but rapidly with depth. The sP follows the P wave by a time interval (sP-P) has been studied to constrain the focal depth. The goal of this procedure is to eliminate the effect of original time on location determination. However, it does not take the advantage of recent development of accurate location. Many of those developments are aimed at improving relative and/or absolute location accuracy.

We attempted to develop DD to include sP phase to restrict focal depth. The calculations of travel time difference, derivative, and angle of incidence are a critical central part of the relative earthquake location method. Then we investigated velocity structure by using relocations as original input.

(3) Results and discussion

We verified the relocations by using green function. There is significant topographic irregularity on the subduction zone where would have impacts on the initiation and rupture process of the earthquakes.

参照

関連したドキュメント

The inclusion of the cell shedding mechanism leads to modification of the boundary conditions employed in the model of Ward and King (199910) and it will be

Let X be a smooth projective variety defined over an algebraically closed field k of positive characteristic.. By our assumption the image of f contains

In this paper we focus on the relation existing between a (singular) projective hypersurface and the 0-th local cohomology of its jacobian ring.. Most of the results we will present

(11) Report on the results of the earthquake response analysis of the reactor building, facilities and pipes important to earthquake safety in Unit 1 at Fukushima Daini Nuclear

Amount of Remuneration, etc. The Company does not pay to Directors who concurrently serve as Executive Officer the remuneration paid to Directors. Therefore, “Number of Persons”

Fukushima Daiichi Unit 5 was restored and achieved cold shutdown by getting access to power from the emergency DG of Unit 6 and installing a temporary underwater pump to replace

Figure 2 and Figure 3 present plan views of Floor 5 and Floor 4 of the R/B, where major structures were placed (equipment hatch cover and south corridor wall on Floor 5; IC tank,

As a result of the Time Transient Response Analysis utilizing the Design Basis Ground Motion (Ss), the shear strain generated in the seismic wall that remained on and below the