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1 Earthquake fault associated with the Iwate-ken Nairiku-hokubu earthquake of September 3, 1998 Shin KOSHIYA* 1, Masayuki OISHI* 2, Masaru NODA* 1, Yuji OKUDERA* 1, Takafumi KATO* 1, Shin-ichi TAKIGUCHI* 1, Yoshiyuki MITACHI* 1, Maki SHIMAMORI* 1, Tokumi SAITO* 1, Keizo YANAI* 1, Shin-ichi HIRANO* 3, Hiroshi SAWA* 4, Taka'aki FUKUDOME* 5, Hiroshi SATO* 6, Kenshiro OTSUKI* 3, Hiroyuki NAGAHAMA* 3, Norihiro NAKAMURA* 3, Nobuo DOI* 7, Masami TOGO* 8, Yasuo AWATA* 9 and Toshikazu YOSHIOKA* 9 Abstract The Iwate-ken Nairiku-hokubu earthquake of September 3, 1998, caused surface rupture on the Shinozaki fault, at Shizukuishi, Iwate Prefecture, northeast Japan. The fault, dipping to the west and northwest, was traced about 800 m along strike. Reverse slip produced vertical displacement of m. Landslides and building damage occurred in the northern and northwestern area of the fault. The southern part of the fault dovetails with the northern part of the previously mapped Nishine fault km M km m *1 *2 *3 *4 *5 *6 *7 *8 *9 *1 Faculty of Engineering, Iwate University *2 Iwate Prefectural Museum *3 Graduate School of Science, Tohoku University *4 Tsuruoka National College of Technology *5 Faculty of Engineering and Resource Science, Akita University *6 Earthquake Research Institute, University of Tokyo *7 JMC Geothermal Engineering Co. Ltd. *8 Faculty of Social Science, Hosei University *9 Geological Survey of Japan
2 A 2 B 14 C D G m 2 N22 E 24 W N70 W23 W Shinozaki earthquake fault
3 活断層研究 17号 1998年9月3日岩手県内陸北部の地震に伴う地震断層 第3図 11 雫石町篠崎付近に出現した地震断層 1998 年 9 月 5 日岩手県警ヘリコプターより撮影 第4図 水田に生じた地震断層による変位 手前 西側 が隆起側 第2図 地震断層の位置 P を付けた番号は レベル測量を行った測線位置を 番 号のみは人工構造物の破損が認められた箇所を示す では 前述のような明瞭な破断面を伴ったスラストが やはりミ型に雁行配列し これらのスラストの間を北西 隆起の撓曲帯が連結するという構造をなす 第 9 図 A 発電所より南の水田では明瞭な破断面は認められず 撓曲 のみが認められる この撓曲も雁行に配列するが 配列 様式は杉型である 調査を行っていた期間は稲刈りが終了 第5図 県道 葛根田川左岸 に生じたプレッシャーリッジ とガードレールの変形 場所は第 2 図 42 地点 する前であったので これらの雁行状の配列は稲穂の変位 として認められた 第 9 図 B および C は地震の翌々日の 9 稲の列が撓曲帯を挟んで 10-20cm 左横ずれ変位している 月 5 日にヘリコプターから撮影した写真において稲穂の変 斉内川より南の町道と断層の交差部では ミ型に配列した 位に基づき作成したものである また これらの水田の 北東方向の 2 条のプレッシャーリッジが認められる 第 2
4 12 越谷 第6図 1998 信ほか 路面上に生じたプレッシャーリッジ 場所は第 2 図 42 地点で 第 5 図の道路中央部に対応 第8図 葛根田川左岸の県道にみられるプレッシャーリッジ のスケッチ 場所は第 2 図 42 地点 第7図 U 字溝の短縮変形 短縮量は N87ﾟE 方向に 22cm 場所は第 2 図 20 地点 図の 2 5 第 1 表 斉内川より南の水田では北部に比べ 撓曲に明瞭な配列様式は認められず 撓曲の中にはドーム 状の隆起帯として認められるものがある 第 9 図 D E 第1表 地震断層周辺に見られる主な地表変状 変 位 垂直変位は第 2 図に示す測線沿いに測定した 測定は P1 から P 2 0 までがトータルステーションを用い P 2 1 から P 2 7 までをオートレベルを用いて測定した P 2 P 3 P 7 P 9 P 1 0 P P P P 1 5 P 1 6 P 2 1 P 2 2 P 2 5 P 2 6 および P 2 7 には 上盤側に幅 m の範囲で数 c m 十数 c m 隆起した撓曲が認められる 第 1 0 図 また これらの撓曲を除いた上盤側と下盤側 の垂直変位は最大で 3 2 c m 最小で 2 5 c m である 第 1 1 図 P25 および P26 はそれぞれ 37cm および 38cm の垂直 変位を示すが 周囲に比べ 変位が突出して大きくなって いる 第 10 図 第 11 図 地震前での圃場整備が終了した 頃の空中写真からは明瞭な段差は認められず また 地元 の人の話によっても元々段差はなかったという話である しかしながら 現地での観察ではこの段差を境に植生が異 なっていたこと 前述の休耕田のように上盤と下盤の境界
5 A A E B E B C m 20cm m 0.2m U 0.35m U N86 E 9.5cm N87 E 22cm 7 B C
6 D 1 cm 1 2m 2 645m 1 B 400m 1 C B 13m 8m 40 N60 E 14 C 9 5 C cm E
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9 C 1 D N59 W N83 W cm cm N40 W N62 W S30 W cm 300gal 1979
10 N38 W A B C 1 B 1 E 5 240gal 590gal 200m 1 F N75 W 470gal 590gal 1 G
11 ENE-WSW 30gal 330gal km GNB 864gal 5km ANS 547gal 2 800m m 0.32m 0.4m km M p p p 1998 M C M6.1
12 P Key words : Shinozaki earthquake fault, Nishine fault system, the Iwate-ken Nairiku-hokubu earthquake of 1998, dameges of buildings, vertical displacement
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