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T S M A

Taipei Strong Motion Array

台盆斷層.png

台北盆地井下強震儀陣列

由經濟部中央地質調查所於1990年初期委託本所執行,在台北盆地選擇適當的地點鑽探深井,並於地表至基盤間不同的深度裝設地震儀(最深地下300米),其目的是觀測震波由基盤傳至地表的變化、分析盆地效應對震波之影響、探討在不同地質條件下震波的衰減因子和放大效應。該陣列於2002年移交給本所繼續運作。

Introduction

Introduction

In 1990, Institute of Earth Sciences (IES) in the Academia Sinica was contracted by the Central Geological Survey (CGS) in the Ministry of Economic Affairs to execute a project entitled “An Integrated Survey of Subsurface Geology and Engineering Environment of the Taipei Basin.”  In order to provide basic ground motion data to measure the response of the soft soil deposits  at the Taipei Metropolitan Area (TMA), it was decided to establish Taipei Basin Downhole Seismic Network (TBDSN) in this project. The plan is to select about ten downhole sites in the TMA to install downhole accelerometers from surface down to different depths. In the initial phase, four borehole sites were chosen because of accessibility and of variation in subsurface structure. The borehole was drilled at the Wuku Sewage Disposal Plant (WK) and at the Panchiao Water Conservancy Bureau (BS) in 1993, at the Panchiao Vocational Advisory Committee for Retired Servicemen (TF) in 1994, and at the Luchou water pump station (LC) in 1995. All are located in the western parts of the TMA.

The initial phase of the downhole observations in TMA was finished in June 1996. In order to continue providing basic ground motion data to evaluate site response effects in this area, the CGS decided to initiate the second phase of the program in the TMA to continue monitoring earthquakes.The new boreholes are placed at six different sites on the eastern side of TMA. They are at the Chongshin Bridge (HS) in the Sanchong City, at the Songshan Tabacco Plant (SS) in the Xinyi district, at the Minquan Park (MP) in the Songshan district, at the National Taipei Univ. of Science and Technology (TU) in the Daan district, at Bailin Park (BL) in the Shilin district and at Renai Park of Yengho City (YH). The downhole arrays at HS, SS and MP were completed in 1996, 1997 and 1999, respectively. The procedures of installation and hardware of borehole accelerometer are the same as the initial phase. The sensor at the bottom of the boreholes of SS and MP is below the bedrock interface. It should be noted that accelerometers were not installed at three drilled borehole sites of TU, BL and YH. The downhole network operated quite reliably until late 1998, when Taipei’s rapid transit Metro system was constructed and flood damage reduction improvements were carried out by the Panchiao and Lochou Water Resources Agencies, Taipei County Government. Four sites of the boreholes (BS, LC, HS and SS) were removed because of their locations in construction areas.

In February 2002, the CGS concluded an agreement with IES to move six downhole stations to IES. This includes three existing stations (WK, TF, MP) as well as the three drill sites (TU, BL, YH). To ensure continuity in monitoring seismic events in the TMA, IES contribution to the three drilling sites new instruments. Hardware installation procedures were the same as prior downhole arrays and completed in June 2003. The sensor at the bottom of the boreholes of BL and YH is below the bedrock interface.

In 2005, a new projects entitled “Strong Motions, Active Faults, and Earthquakes in the Taipei Metropolitan Area” (SAFE-Taipei) was initiated Academia Sinica. This project planned to add two boreholes as part of downhole seismic array to improve the ability for detecting earthquakes as well as for monitoring region seismic activity at the magnitude 3+ levels induced by faults nearby the TMA. Two additional accelerometer boreholes are at the Research Center for Environmental Changes hosted by IES (ES) and at 228 Park of Sanchong district (SC) were also constructed.

The strong-motion downhole array is a local network distributing TMA. The array is designed to improve resolution for monitoring seismicity at the target fault in the TMA and to provide high quality data for research projects in local, regional and teleseismic seismology. Since 2007 this array has grown from the original 4 boreholes installed in 1993-1995 to 8 boreholes. At present the TMA itself has relatively low seismic activity; however, it does provide IES with an observation tool to serve as a guide for future station installations in the Taiwan area.

Instrumentation & Location

Instrumentation

台北盆地井下強震儀陣列概況

WK

站碼
Code

經緯度
Lat.  Lon.

運作時間
Operation period

位置
Location

記錄器
Recorder

深度
Depth (meters)

感應器
Sensor

附註
Remark

WK

121.4401E
25.0711N

1993/12

2005/03/25

(closed)

K2

0
30
60
90
141
350

FBA23 (2g)
FBA23DH (1g)
FBA23DH (1g)

none
FBA23DH (1g)
FBA23DH (1g)

1994年2月4日收錄第一個地震,350m之儀器裝設2個月後損壞,檢修期間,另安裝一地震儀於90m深之井中,1994年11月350m之儀器於檢修完成後,重新安裝於井下,而臨時加裝之90m地震儀,則移至退輔會,2000年9月6日IES接管,2003年3月台北縣政府擬收回場址用地進行抽水站擴建工程,經會商暫定保留350m與141m兩口深井,2005年3月25日,因抽水站興建工程全數撤除。

BS

BS

121.4377E
24.9952N

1993/12

1998

(closed)

K2

0
25
59
80

FBA23 (2g)
FBA23DH (1g)
FBA23DH (1g)
FBA23DH (1g)

1995年4月24日收錄第一個地震,測區捷運施工,回收使用權,記錄系統移至退輔會,取代賀伯颱風所造成之系統受損。

LC

121.4547E
25.1013N

1995

1999/06

(closed)

K2

0
100
300

FBA23 (2g)
FBA23DH (1g)
FBA23DH (1g)

1995年3月5日收錄第一個地震,施工整地,回收使用權。

LC
HS

HS

121.4737E
25.0522N

1996

1999/06

K2

0
100
300

FBA23 (2g)
FBA23DH (1g)
FBA23DH (1g)

1998年9月5日收錄第一個地震,井位有問題,資料不佳,需重新評估。

(closed)

ES

121.61435E
25.03986N

2006/05/09

2014

(closed)

K2

0
13
*
20*
50*

AS-3257 (2g)
AS-3250 (2g)
AS-3250 (2g)
AS-3250 (2g)

2005年12月於中研院環境變遷研究中心後側草坪新增一組井下強震儀陣列站,該井位施作期間也進行了土壤取樣和波速量測的工作,2006年5月9日完成儀器的安裝,於2014年,儀器疑似故障,新環變中心大樓之興建而停止運作。* depths down to bed rock (井位深度已達岩盤)

ES
TF

TF

121.450736E
25.024822N

1994

present

CUBE

0
22 (closed)
60 (closed)
110 (closed)
 300* (closed)

FBA23 (2g→1g)
FBA23DH (1g)
FBA23DH (1g)
FBA23DH (1g)
FBA23DH (1g)

1995年2月23日收錄第一個地震,2000年8月26日IES接管,2003年2月洗井,深300m的井位變更為280m,2004年8月15日DH300抽修卡井,無法抽取,部份電纜與DH留置井內,2005年8月3日板橋市公所興建公園,拆站填土重建,2005年9月16日地表測站最大記錄範圍改為1G。於2010年7月18日,因道路拓寬,測站遷移,井口口位一樣維持原位在已拓寬的車道上,在2019年6月28日,發現井深22m及110m之sensor故障,隨後汰換老舊記錄器k2,取代之記錄器CUBE,2022年1月14日,井深60m之sensor故障,目前只剩地表維持運作。* depths down to bed rock (井位深度已達岩盤)

SS

SS

121.561932E
25.042839N

1997/07

present

Granite

0
30 → 33
49 → 50
 150

FBA23 (1g→2g)
FBA23DH (1g)
none
EpisensorDH (1g)

1995年4月24日收錄第一個地震,該測區設置初期僅安裝50m之井下地震儀,30m測站之sensor是在1997/12/09由板橋水利局移轉至該處,另於1998/05在地球所之資助下,增設150m之地震儀,2001年9月20日場址回收,儀器移至高雄,2005年6月1日整地於原址重設。
在2013年9月11日斷線,因松菸要重新整地改建為台北大巨蛋,改建期間,和遠雄建設討論,請遠雄重新鑽探三口井及蓋一測站,以利日後繼續觀測及研究,於是在2013年11月1日,將設備拆回,在2021年3月17~18,安裝了33m和150m,並開始觀測,目前運作正常。

MP

121.55721E
25.06188N

1999/09

present

CUBE

0
30
50
100
*

FBA23 (1g)
FBA23DH (1g)
FBA23DH (1g)
FBA23DH (1g)

2000年9月8日,IES接管,2003年6月9日收錄第一個地震。* depths down to bed rock (井位深度已達岩盤)

MP

TU

121.53382E
25.04454N

2003/02

present

CUBE

0
21
50
233

FBA23 (1g)
FBA23DH (1g)
FBA23DH (1g)
FBA23DH (1g)

2003年2月24日完成DH0、DH21、DH233儀器的安裝,電源申請中,尚未開始運轉,DH50缺電纜線。2003年3月26日,DH0、DH21、DH233開始運轉。2003年6月5日,DH50完成安裝開始運轉,2003年5月15日收錄第一個地震。在2012年4月18日,DH50故障,次月5月11日更換測試正常。2012年5月23日,DH233故障,故更換測試正常。

TU

YH

121.4976E
25.011784N

2003/05

present

CUBE

0
50
198
*

FBA23 (2g)
FBA23DH (1g)
FBA23DH (1g)

2003年1月24日完成儀器的安裝,2003年5月12日,開始運轉,2003年5月15日收錄第一個地震。* depths down to bed rock (井位深度已達岩盤)

YH

BL

121.511804E
25.089029N

2003/06

present

Granite

0
27

70(closed)
230(closed)

FBA23 (1g)
FBA23DH (1g)

FBA23DH (1g)
EpisensorDH (1g)

2003年2月24日完成DH0、DH70 儀器的安裝,2003年6月9日開始運轉,並收錄第一個地震。DH27於2003年6月5日完成安裝開始運轉,DH230於2005年6月1日完成安裝開始運轉。於2017年4月,DH70、DH230故障。

BL

SC

121.486706E
25.070497N

2008/03

present

Samtac700

0
50

100
200
300

AS-3257 (1g)
AS-3250 (1g)
AS-3250 (1g)
AS-3250 (1g)
AS-3250 (1g)

目前運作正常。

SC
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