TY - GEN
T1 - Study on design method for mound type tsunami evacuation facility "Inochiyama"
T2 - 21st Congress of International Association for Hydro-Environment Engineering and Research-Asia Pacific Division: Multi-Perspective Water for Sustainable Development, IAHR-APD 2018
AU - Seo, Naoki
AU - Harada, Kenji
AU - Kazama, So
N1 - Funding Information:
We express our appreciation to Fukuroi City for the provision of data and documents for this report.
Publisher Copyright:
© Proceeding of the 21st LAHR-APD Congress 2018. All rights reserved.
PY - 2018/9/1
Y1 - 2018/9/1
N2 - Under the Great East Japan Earthquake, Mound Type Tsunami Evacuation Facility was focused on the reason of the survivors by being evacuated to Mound Facility from Tsunami. In Fukuroi City, Shizuoka Prefecture. Japan, Mound Type Tsunami Evacuation Facility "INOCHIYAMA" for the Nankai Trough Huge Earthquake was planned. "INOCHIYAMA" means the evacuation mound ('YAMA") to protect our lives ("INOCHI") in the case of emergencies, Tsunami, High tides and Wave due to the high tides etc. In present, although there is the design method of Dike and Embankment in various standards similar to Tsunami Evacuation Facility, there is not the design method of Mound Type Tsunami Evacuation Facility. Therefore, we propose the design method of Mound Type Tsunami Evacuation Facility. Especially, examination methods of the design flow, the crest height and the examination cases of the stability study are considered as the matters of high novelty. Besides. concerning the examination of water level in front of Tsunami Evacuation Facility to be used to calculate the crest height of Tsunami Evacuation Facility, we propose it is important that we confirm the water level by the comparison of the result of Tsunami Simulation between tsunami setup before constructing Tsunami Evacuation Facility and run-up water level after constructing Tsunami Evacuation Facility.
AB - Under the Great East Japan Earthquake, Mound Type Tsunami Evacuation Facility was focused on the reason of the survivors by being evacuated to Mound Facility from Tsunami. In Fukuroi City, Shizuoka Prefecture. Japan, Mound Type Tsunami Evacuation Facility "INOCHIYAMA" for the Nankai Trough Huge Earthquake was planned. "INOCHIYAMA" means the evacuation mound ('YAMA") to protect our lives ("INOCHI") in the case of emergencies, Tsunami, High tides and Wave due to the high tides etc. In present, although there is the design method of Dike and Embankment in various standards similar to Tsunami Evacuation Facility, there is not the design method of Mound Type Tsunami Evacuation Facility. Therefore, we propose the design method of Mound Type Tsunami Evacuation Facility. Especially, examination methods of the design flow, the crest height and the examination cases of the stability study are considered as the matters of high novelty. Besides. concerning the examination of water level in front of Tsunami Evacuation Facility to be used to calculate the crest height of Tsunami Evacuation Facility, we propose it is important that we confirm the water level by the comparison of the result of Tsunami Simulation between tsunami setup before constructing Tsunami Evacuation Facility and run-up water level after constructing Tsunami Evacuation Facility.
KW - Crest height
KW - Design flow
KW - Design method
KW - Mound type Tsunami Evacuation Facility
KW - Stability examination
UR - http://www.scopus.com/inward/record.url?scp=85063986446&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=85063986446&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85063986446
T3 - Proceedings - International Association for Hydro-Environment Engineering and Research (IAHR)-Asia Pacific Division (APD) Congress: Multi-Perspective Water for Sustainable Development, IAHR-APD 2018
SP - 1059
EP - 1067
BT - Proceedings - International Association for Hydro-Environment Engineering and Research (IAHR)-Asia Pacific Division (APD) Congress
A2 - Legono, Djoko
A2 - Warniyati, Warniyati
A2 - Karlina, null
A2 - Setiawan, Hendy
A2 - Hambali, Roby
A2 - Olii, Muhammad Ramdhan
A2 - Benazir, null
A2 - Ahmad, Johan Syafri Mahathir
A2 - Hairani, Ani
PB - Department of Civil and Environmental Engineering, Faculty of Engineering, Universitas Gadjah Mada
Y2 - 2 September 2018 through 5 September 2018
ER -