• 検索結果がありません。

Off-Tohuku Stress transfer_2.pptx

N/A
N/A
Protected

Academic year: 2021

シェア "Off-Tohuku Stress transfer_2.pptx"

Copied!
9
0
0

読み込み中.... (全文を見る)

全文

(1)

136 137 138 139 140 141 142 143 144 33 34 35 36 37 38 39 40 41 42 東北地域太平洋沖地震 謝辞:3/15に気象庁HPから暫定震源リストを使用させていただきました.

東北地方太平洋沖地震にともなって地震活動が活発化した可能性がある地域の例

2011年3月16日 京都大学防災研究所 遠田晋次

1

1

2

2

4

4

3

3

JMA catalog rev

March 07 - March 13

0 10 20 30 40 50 50 100 150 200 0 0 0 2011.17 2011.17 2011.18 2011.19 2011.20 2011.18 2011.19 2011.20 2011.17 2011.18 2011.19 2011.20 2011.17 2011.18 Time (year) 2011.19 2011.20 50 100 150 200 250 300 350 400 450 50 100 150 200 累積地震数 累積地震数

M8.4

(M9.0)

M 0 2 4 M 0 2 4 M 0 2 4 M 0 2 4

JMA seismicity at several remote sites during March 7-13 reveals seismicity rate jumps

followed by decays at many sites up to 300 km from the M=9.0 mainshock rupture

Shinji Toda (DPRI, Kyoto University) 16 March 2011

(2)

Receievr faults 0°/45°/90°

A

A

F

B

C

D

E

136°

138°

140°

142°

144°

34°

36°

38°

40°

42°

Coulomb Stress

Change (ΔCFF)

1.0 bar MPa 0.0 -1.0 0.1 0.0 -0.1 レシーバ断層 (応力を計算する 断層面とすべりの向き) Okada (1992)の半無限弾性体 ポアソン比: 0.25

剛性率: 3.2E5 bar (32GPa) 計算深度: 12.5 km friction μ =0.4

Assumed fault geometry (strike range/dip/rake) 地域:走向/傾斜/レイク A: 356°-35°/40°-55°/90° 165°-215°/40°-55°/90° B: 50°-65°/90°/180° 120°-160°/90°/0° C: 300°-330°/40°-55°/120° 120°-150°/40°-55°/120° D: 15°-60°/30°-45°/90° 195°-240°/30°-45°/90° E: 355°-25°/90°/0° 95°-125°/90°/180° F: 0°-35°/45°-60°/-90° (outer rise normal faults) 上記範囲の計算において 最大値をピックアップ

Stress calculated at 12.5 km depth, Yagi Yuji source model v. 2

Coulomb stress imparted by the 11 March 2011 Off-Tohoku Earthquake to Northern

Honshu by regional tectonic setting: Many fault groups are brought closer to failure

震源断層

八木

2011, ver

.2

震源断層

八木

2011, ver

.2

東北地方太平洋沖地震にともなう周辺地殻浅部(12.5km)に分布する断層へのクーロン応力変化

灰色実線により地域を区分した.それぞれの地域で不確定性を考慮して複数パターンを計算し,最大値を表示.

A:北海道・東北・信越地域の逆断層,B:中部地域の横ずれ断層,C:西関東∼房総の斜めずれ断層,D:東海地

域の逆断層,E:伊豆半島∼伊豆諸島の横ずれ断層,F:太平洋プレート内の正断層(アウターライズ型).緑線は

活断層分布(活断層研究会,1991),灰色線は地域区分境界を示す.

謝辞:つくば大学八木勇治准教授には同地震の震源断層モデルを提供いただいた. 2011年3月16日 京都大学防災研究所 遠田晋次

(3)

−600 −500 −400 −300 −200 −100 0 100 200 300 km −400 −200 0 200 400 600 150 100 50 0 深さ (km) Depth (km) −600 −400 −200 0 km 200 −400 −200 0 200 400 600 150 100 50 0

ISTL

Suruga Trough

M 9.0

M 7.9

M 9.0

M 7.9 東海 東南海 南海 相模トラフ 上町断層 糸静線 中央構造線 八木(2011) 震源断層モデル Tokyo Sendai

friction

μ

’=0.8

friction

μ

’=0.4

The 11 Mar 2011 M=9.0 Off-Tohoku rupture and its M=7.9 aftershock stresses many major faults and portinos of megathrusts

Shinji Toda (DPRI, Kyoto Univ.), Ross Stein & Volkan Sevilgen (USGS), 18 Mar 2011 4:30 PM PDT

Yagi Yuji’s source model v.2

Coulomb stress change

1.0 bar 0.0

-1.0

応力変化

Most Tohoku-Chubu district reverse faults fall under a stress shadow (blue), but many major faults in southwest Japan,

including the Itoigawa-Shizuoka Tectonic Line (ISTL), are brought 0.5-1.0 bar closer to failure (orange-red)

Coulomb stress change

0.0 1.0 bar

(4)

−400 −300 −200 −100 100 200 300 −400 −300 −200 −100 0 km 0 km 100 200 300 400 500 −150 −100 −50 0 Z (km)

Tokyo

Kanto fragment Sagami trough megathrust Suruga trough megathrust (’Tokai gap’) Remote M=6.6 aftershock (11 Mar 1946 UTC) Unruptur ed mega thrust Southern edge of ruptur e

Coulomb stress imparted by the M=9.0 Off-Tohoku rupture and its M=7.9 aftershock to Japan Trench, Sagami Trough and Kanto Fragment

Ross Stein & Volkan Sevilgen (USGS) and Shinji Toda (DPRI, Kyoto Univ.) 18 Mar 2011 4:15 PM PDT

Most of Sagami trough is brought farther from failure, but basal surface of Kanto

fragment—possible source of 1855 M~7.3 Ansei-Edo quake—is stressed

−1.0 −0.8 −0.6 −0.4 −0.2 0 bar 0.2 0.4 0.6 0.8 1.0 Increased hazard Decreased hazard

Yuji Yagi’s source version 2

assumed fault friction = 0.4

Fault rake vectors are blue

Animation of and

reference for the Kanto

fragment: Toda, Stein, Kirby &

Bozkurt, Nature Geoscience, 2008

http://www.usgsprojects.org/fragment/

Sendai

M=9.0

M=7.9

(5)

Coulomb 3.2.01 16−Mar−2011 19:21:14 yagi2_M79_ashock.inp Specified planes: strike=20, Dip=90 Depth: 15.00 km

136 137 138 139 140 141 142 143 144 145 33 34 35 36 37 38 39 40 41 42 43

Unclamping stress

on vertical dikes

striking 20°

(bars)

−10

−8

−6

−4

−2

0

2

4

6

8

10

Vertical dikes presumed to feed active volcanoes are strongly unclamped

Ross Stein & Volkan Sevilgen (USGS), Shinji Toda (Kyoto Univ.) [email protected] 16 Mar 2011 8:30 PM PDT

(6)

Coulomb 3.2.01 16−Mar−2011 19:27:21 yagi2_M79_ashock.inp Strain calc. Depth: 15.00 km

136 137 138 139 140 141 142 143 144 145 33 34 35 36 37 38 39 40 41 42 43

−1.0

−0.8

−0.6

−0.4

−0.2

0.0

0.2

0.4

0.6

0.8

1.0

Dilatation (x 10 )

−5

Spherical magma chambers beneath active volcanoes are strongly dilated

Volcanoes

(7)

67% of nodal planes were brought closer to failure by the M=9.0 mainshock and its M=7.9 aftershock (compared to 53% of 1977-2011 pre-mainshock CMTs, the control population)

Nodal plane 1

Note: The nodal plane numbering is arbitrary; either could be the fault

Nodal plane 2

M=7.9

M=7.9

M=9.0

M=9.0

Testing the Coulomb hypothesis and earthquake source model on nodal planes of the 44 CMT aftershocks during 11-16 March 2011

Ross Stein & Volkan Sevilgen (USGS), Meredith Nettles (Columbia Univ.), and Shinji Toda (Kyoto Univ.) [email protected] 18 Mar 2011 4:30 PM PDT

Tokyo

Tokyo

Sendai Mito Iwaki Hashinohe Hashinohe Iwaki Mito Sendai Outer rise normal mechanisms Outer rise normal mechanisms

Yagi Yuji’s v. 2 source model used CMT_aftershocks_to_20110316.ndk PDE locations of Global CMTs used

(8)

53% of nodal planes were brought closer to failure by the M=9.0 mainshock and its M=7.9 aftershock (compared to about 67% after the mainshshock)

Nodal plane 1

Note: The nodal plane numbering is arbitrary; either could be the fault

Nodal plane 2

M=7.9

M=7.9

M=9.0

M=9.0

This is the control test of Coulomb stress enhancement of the 43 aftershocks with CMT solutions

The control population consists of 626 CMT events from 1977 until just before the M=9.0 earthquake

Volkan Sevilgen & Ross Stein (USGS), Meredith Nettles (Columbia Univ.), and Shinji Toda (Kyoto Univ.) [email protected] 18 Mar 2011 6:05 PM PDT

Tokyo

Tokyo

Sendai Mito Iwaki Hashinohe Hashinohe Iwaki Mito Sendai

Yagi Yuji’s v. 2 source model used CMT_events_to_20110310.ndk PDE locations of Global CMTs used

(9)

Depth: 0-20 km

Depth: 20-100 km

Here we used earthquake focal mechanisms during the preceding decade as proxies for active faults

One sees that despite a nominal stress shadow cast over northern Honshu, the faulting is so

diverse that many faults are likely brought closer to failure

Nodal plane 1

Nodal plane 2

過去のメカニズム解両節面へ解いたのクーロン応力変化

過去に発生した地震のメカニズム解を地域の代表的メカニズムと仮定して,両節面にクーロン応力を計算した.使用した

データはF-net(防災科学技術研究所)の2000年10月1日∼2009年8月31日.摩擦係数は,μ =0.4.

・節面の選び方によっては,東北中南部の逆断層もDCFF増加となる(法線応力の影響,すなわち摩擦係数によると思われる). ・房総南東沖のフィリッピン海プレート・太平洋プレート境界,および北海道の十勝沖プレート境界は概ねマイナスとなる.一方で, 青森沖の深部(20-100km)は概ね顕著な増加となる. ・中部地方は大方において増加となる.最大0.5bar程度. ・関東地方の深部では,増減混在するが,変化量は数barとなる. 2011年3月16日 京都大学防災研究所 遠田晋次

参照

関連したドキュメント

以上の各テーマ、取組は相互に関連しており独立したものではない。東京 2020 大会の持続可能性に配慮し

This policy shows TMG’s approaches toward the formulation of our Climate Change Adaptation Plan, in order to avoid or reduce as much as possible the impacts on or damage to the

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”

Operators attempted to use the diesel-driven fire pump, which was developed for use as a so-called AM measure in order to further enhance plant safety, to inject water into

September 22, 2021 TEPCO Power Grid formed a consortium together with three other companies including Tokyo Electric Power Services Co., Ltd and World Business Associates, and signed

‹ New Entrants (Power Producer and Supplier: PPS) became able to provide power to eligible customers by using “wheeling service,” offered by Electric Utility Companies, to

Wholesale Electricity Sales Volume is the total (excluding indirect auctions) of TEPCO Energy Partner consolidated, and TEPCO Power Grid (including inter-regional), and TEPCO

※1 Retail and wholesale power sales, and electricity procurement expenses both exclude the impact from indirect auctions.. The impact of imbalance on transmission costs has been