Shin-Kodaira Station Explained


Shin-Kodaira Station
Style:JR East
Native Name:新小平駅
Native Name Lang:ja
Address:2-1960 Ogawa-chō, Kodaira-shi, Tokyo 187–0032
Country:Japan
Coordinates:35.7308°N 139.4706°W
Operator: JR East
Line: Musashino Line
Distance:7.4 km from
Platforms:2 side platforms
Status:Staffed
Opened:1 April 1973
Passengers:11,448
Pass Year:FY2019
Map Type:Japan Tokyo#Japan
Map Dot Label:Shin-Kodaira Station

is a passenger railway station located in the city of Kodaira, Tokyo, Japan, operated by East Japan Railway Company (JR East).

Lines

Shin-Kodaira Station is served by the Musashino Line between Fuchūhommachi and Nishi-Funabashi, with some trains continuing to Tokyo via the Keiyō Line. It is 7.4 kilometers from .

Station layout

The station consists of two side platforms serving two tracks, and is located in a cutting between the 4,381 m long Higashimurayama Tunnel to the north and the 2,562 m long Kodaira Tunnel to the south.[1]

Platforms

History

The station opened on 1 April 1973.[1]

October 1991 flood

The area had received record-setting rainfall since August 1991: 394mm in August[2] (the sixth-highest August total in history), 447mm in September (the second-highest September total in history, and the fourth-highest in any month). In October, 200mm of rain had already fallen by the 11th, the day of the incident, due to a front associated with Typhoon 21.

By the middle of September, groundwater was leaking from the retaining walls around the northern part of the platform. At around 11:45pm on October 11th,[3] after 95mm of rainfall from Typhoon 21 within the previous 24 hours, a 120-meter length of the station structure had bulged upward by up to 1.3 meters.[4] Gaps of up to 70cm opened in the retaining wall seams, and sediment-laden groundwater began pouring in at up to 8 tons per minute.[5] Some residents of the surrounding area had to evacuate due to the appearance of sinkholes. Because the incident happened late at night, however, no trains were running.

Attempts to drain the water using a large number of submersible pumps were unsuccessful, as the pumps could not keep up with the influx. To lower the groundwater level, eight deep wells were drilled, and 8 tons of water per minute were discharged into the sewer system. This still proved insufficient, so 11 more wells were drilled, increasing the discharge rate to 15 tons per minute, and the water was instead discharged into the Karabori River, 2km away from the station.

By the middle of November, the groundwater had subsided enough for construction to reach full speed, and by December 11th, the station was restored.[6] At first, restoration had been expected to take 6 months, but in view of the Musashino Line's importance for freight transportation, construction was expedited and carried out around the clock. Restoration was completed in about one month.

JR East incurred an estimated 3.5 billion yen[7] worth of damage from the incident.

Cause

The station is a U-shaped structure made of reinforced concrete. Half of its depth is embedded within the Musashino gravel stratum, underneath the Kantō loam on the surface. Within the Musashino gravel, the groundwater level varies greatly with rainfall. On the day of the flood, the groundwater had risen to less than 3m below the surface, its highest level in 75 years.[8]

The Musashino Line runs north-south through the area, and acts as a dam against the west-east flow of groundwater. The structure experienced buoyancy from the rising water. The northern part of the station is uncovered and thus the weakest part of the structure, and incurred the most damage.

Prevention

As part of the station's restoration, measures were taken to prevent a reoccurrence of the disaster even in high-groundwater conditions.

To counteract the structure's buoyancy, earth anchors were driven down through the platforms and the Musashino gravel stratum. Drainage equipment and strain sensors were installed within the retaining walls. After the groundwater subsided, a 1m upward bulge remained in the station's U-shaped concrete structure. Around the bulge, the bottom of the structure was cut out, the slab track was replaced with ballasted track, and a steel frame was added above the platforms to support the retaining walls.[9] More than half of the station's structure was rebuilt during the operation.

South of Shin-Kodaira Station, the Kunitachi Branch Line runs in a tunnel even longer than the Kodaira Tunnel, obstructing the west-to-east flow of groundwater. This effect caused frequent inundation in the town of Nishi-Koigakubo, in Kokubunji, but it was reduced by the measures JR East took to protect Shin-Kodaira from flooding.[10]

Diversion during line closure

During the two months it took to restore service, the Musashino Line operated in two segments:[6] [11] between Tokyo or Shin-Narashino and Shin-Akitsu, and between Nishi-Kokubunji and Fuchūhommachi. Substitute buses operated between Shin-Akitsu and Nishi-Kokubunji, stopping at Shin-Kodaira.[6] [11] This created chronic congestion in the towns of Kumegawa and Koigakubo, along Tokyo Metropolitan and Saitama Prefectural Route 17, and meant that it could take around an hour to travel between two stations. As a result, many passengers instead walked to Akitsu Station, took the Seibu Ikebukuro Line to Tokorozawa, then the Seibu Shinjuku Line to Higashi-Murayama, then the Seibu Kokubunji Line[12] to Kokubunji, and finally the JR Chūō Line to Nishi-Kokubunji. Since alternate transportation was available, commuter passes were not extended.[11]

Although there is a connecting track from the Musashino Line to the Seibu Ikebukuro Line at Shin-Akitsu,[13] and the remains of a connecting track between the Seibu Kokubunji Line and the Chūō Line at Kokubunji,[14] no special service was operated through the Seibu Railway. There was a plan to introduce a temporary connecting passageway between Shin-Akitsu and Akitsu stations,[15] but it was dropped amid opposition from local merchants, who feared it might become permanent.[15]

Freight trains were rerouted via the Yamanote Freight Line, the Hachikō Line, and others, but spare capacity was limited,[16] and other lines they ran on (the Chūō Line, Jōban Line, and Sōbu Main Line) had operational restrictions as well.[17] 28 of the normal 113 freight trains were suspended throughout the Musashino Line closure, and others were substituted with trucks.[16]

Passenger statistics

In fiscal 2019, the station was used by an average of 11,448 passengers daily (boarding passengers only).[18] The passenger figures for previous years are as shown below.

Fiscal year Daily average
20009,326[19]
200510,496[20]
2010 11,146[21]
2015 11,429[22]

Surrounding area

See also

External links

Notes and References

  1. Book: Kawashima, Ryozo . 日本の鉄道 中部ライン 全線・全駅・全配線 第11巻 埼玉南部・東京多摩北部 . Railways of Japan – Chubu Line – Lines/Stations/Track plans – Vol 11 Southern Saitama and Northern Tama Tokyo . Kodansha . February 2011 . Japan . 14/58. 978-4-06-270071-9.
  2. https://www.data.jma.go.jp/obd/stats/etrn/view/rank_a.php?prec_no=43&block_no=1070&year=1991&month=13&day=&view= 観測史上1~10位の値
  3. According to the October 12, 1991 Nikkei Shimbun evening edition. Other sources give the time of the incident as 11:15pm or 11:30pm.
  4. The uplift reached its maximum in the following days, eventually reaching up to 2 meters.
  5. https://web.archive.org/web/20130621160217/http://www.kanto-geo.or.jp/tokyo_note/No30.pdf JR武蔵野線新小平駅の浮き上がり
  6. News: JR武蔵野線、あす始発から運転を再開 災害復旧工事に30億円も . 毎日新聞(朝刊/社会) . 1991-12-11 . . 26 .
  7. https://www.kensetsu.metro.tokyo.lg.jp/suigai_kiroku/h03/03_koueki.htm 平成3年災害別公益事業等被害集計表
  8. http://jdream2.jst.go.jp/jdream/action/JD71001Disp?APP=jdream&action=reflink&origin=JGLOBAL&versiono=1.0&lang-japanese&db=JSTPlus&doc=93A0468404&fulllink=no&md5=e38da848eb8e41e1c3912537faecaaa0 1991年秋に発生した武蔵野台地における地下水位の異常上昇について
  9. Book: 三好好三 . 垣本泰宏 . 武蔵野線まるごと探見 . . 2010-02-01 . jtb. pp. 34-36.
  10. http://www.kankyo.metro.tokyo.jp/press/60a3o600.htm JR武蔵野線引込線トンネルの地下水を野川に導水
  11. News: [気流]「不通の日数分定期券延長を」にお答えします . JR東日本課長・水沢洋 . 読売新聞(朝刊) . 1991-10-30 . . 12.
  12. The Kokubunji Line normally operated 4-car trains during the daytime, but switched to operating 6-car trains all day during the diversion period.
  13. This track is sometimes used to move equipment to and from the Seibu Tamagawa Line
  14. The track was removed when the JR part of Kokubunji Station was converted to two island platforms.
  15. News: 西武線との連絡通路に「待った」 不通の武蔵野線(リポート多摩) . 朝日新聞(朝刊) . 1991-11-17 . . 東京地方版.
  16. News: 不通1か月、貨物にも影響 う回も限界、毎日28本運休--JR武蔵野線 . 毎日新聞(朝刊/社会) . 1991-11-18 . . 27.
  17. The Yamanote Freight Line was full (the Musashino Line had been built to bypass it). The Hachikō Line was single-track and included an unelectrified section, so little of it was usable. The Chūō Line carried many limited express and rapid trains and thus would have required high-speed freight locomotives. The Jōban Line would have required dual-voltage locomotives to go beyond Toride. The Sōbu Main Line had a tight schedule, single-track branch lines, and partially incompatible signaling.
  18. Web site: https://www.jreast.co.jp/passenger/2019_02.html. ja: 各駅の乗車人員 (2019年度). Station passenger figures (Fiscal 2019). 2020. East Japan Railway Company. Japan. ja. 2 August 2020.
  19. Web site: https://www.jreast.co.jp/passenger/2000_01.html. ja:各駅の乗車人員 (2000年度). Station passenger figures (Fiscal 2000). East Japan Railway Company. Japan. ja. 2 September 2014.
  20. Web site: https://www.jreast.co.jp/passenger/2005_02.html. ja:各駅の乗車人員 (2005年度). Station passenger figures (Fiscal 2005). East Japan Railway Company. Japan. ja. 2 September 2014.
  21. Web site: https://www.jreast.co.jp/passenger/2010_02.html. ja:各駅の乗車人員 (2010年度). Station passenger figures (Fiscal 2010). East Japan Railway Company. Japan. ja. 2 September 2014.
  22. Web site: https://www.jreast.co.jp/passenger/2015_02.html. ja:各駅の乗車人員 (2015年度). Station passenger figures (Fiscal 2015). East Japan Railway Company. Japan. ja. 2 September 2020.