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River Levee Failures in 2018 Japan Floods

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River Levee Failures in 2018 Japan Floods River Levee Failures in 2018 Japan Floods Hirotoshi Mori (Yamaguchi Univ., Japan) Levee Breach in Oda River Levee Breach in Oda River Levee Breach in Oda River Levee failures in Oda River 位置図 ← 高馬川（岡山県管理） Index ×： 【堤防の決壊】 左岸L=200m Breach 小田川左岸３ｋ４００付近【堤防の決壊】 L=100m 【堤防の決壊】 L=20m すえ まさ がわ 右岸L=300m ▲：Failure 小田川左岸3k400付近 末政川左右岸0k700付近（県） 末政川左岸0k400付近（県） ：Overtopping 高 梁 川 × 【堤防の決壊】 （県） × 【裏法崩れ】 L=30m 【裏法崩れ】 L=80m たか ま がわ 【堤防の決壊】 L=50m 小田川左岸4k200付近 左岸L=20m（高馬川左岸0k付近） 小田川右岸0k600付近 右岸L=100m（高馬川右岸0k100付近） × 小田川左岸6k400付近 【越水】 右岸2k600、3k200付近 × × ×× 【裏法崩れ】 L=1,000m（点在） 小田川 × 小田川右岸2k800～3k800付近 【越水】 【越水】 右岸4k000付近 右岸7k000付近 【裏法崩れ】 L=15m 【裏法崩れ】 L=50m 小田川右岸4k200付近 おお ぶ たに かわ 【堤防の決壊】 L=100m ま だに がわ 【表法崩れ】 L=70m 【裏法崩れ】 L=16m 大武谷川（県）小田川合流点付近 真谷川左岸0k300付近（県） 小田川右岸4k400付近 小田川右岸4k200付近 小田川→ 小田川→ ※7/16 15:00時点 県管理区間を含む 12 Inundation 国道４８６号 中学校 スーパー Depth of Inundation まび記念病院 大型 ホームセンター Breach 真備図書館 Failure Overtopping 倉敷市役所真備支所 ×× 大型介護保護施設 × 高校 小学校 堤防決壊箇所 堤防決壊箇所 （小田川左岸3k400） （小田川左岸6k400） ×× × × 井原鉄道 ×× × × 備中呉妹駅 × 川辺宿駅 小学校 支援学校 吉備真備駅 国土地理院公表資料を基に作成 Area of inundation was 1,200 ha and maximum depth was about 5.0m 13 Emergency Restoration 7th July 8th July 20th July Breach 16th July 17th July 21st July Emergency Restoration 7th July 8th July 19th July Breach 15th July 19th July 19th July Countermeasures ◼Budget: 50 billion yen Levee raising by the Okayama Prefecture ◼ Pavement Period: FY 2018 to FY 2023 Pavement HWL Embankment Embankment ◼What: confluence of the Oda Revetment Revetment River and the Takahashi River, River Takahashi levee height, levee strength, etc. → Suemasa River: L = 1.37 km ×× × Photo 1 Photo 1 Takama River: L = 0.78 km ××× × 4k000 two rivers two the of confluence of Modification Channel excavation near the point 1K400 × 1K400付近 Matani River: L = 1.21 km Flood plane dredging H.W.L DL=5.00 DL=5.00 16 Countermeasures Before the Countermeasure After the Countermeasure Takahashi Takahashi Takahashi River River Mabi District 12,000 m3/s Mabi District 12,000 m3/s 1,400 m3/s 1,400 m3/s This is the present Oda River confluence point. Yagata Bridge Yagata Bridge Observation Observation Station Station The water level 13,400 m3/s is expected to drop by 5.0 m. Yanaihara Yanaihara Reservoir Reservoir Sakatsu Sakatsu Observation Observation Station Station The water level This will be the new is expected to confluence point. drop by 0.4 m. Downtown Downtown Kurashiki Kurashiki 13,400 m3/s 17 17 Lesson Learned Structural measures for mitigation Structural measures for evacuation Non-structural measures for residence Promote preventive structures to manage Promote resistive structures to secure Encourage people’s actions by personal complex water-related disasters and shelters and endure floods to gain time disaster planning and easy-to-understand reactive structures to minimize socio- for evacuation. disaster information delivery. economic losses. ○ Assist personal planning in each district ○ Advance proactive measures to ○ Save evacuation routes and respond to frequent heavy rain due shelters to climate change impact My timeline planning Evacuation drill Driftwood trap Wire barrier ○ Deliver disaster information Sand dredging and tree cutting Sediment pool Rough Active information delivery for vulnerable area (Emergency area mail) ○ Strengthen countermeasures against river flood, water logging and Broadcasting-type delivery Life-saving mound for many and unspecified users debris flow due to long-lasting rainfall (TV/radio News program) Passive information delivery for particular purpose Detailed (Website and SNS like MLIT river information) Integrate multi countermeasures to accelerate rebuilding “Flood-conscious Societies” 18.
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