Geological Mapping for the Land Deformation Using Small UAV, DinSAR Analysis and Field Observation at The Siak Bridge I and II, Pekanbaru City, Indonesia

Material type: 文書・図像類

Author: KAUSARIAN, Husnulほか

Publisher: Chiba University. Center for Environmental Remote Sensing

Publication date: 2016-11-21

Material Format: Digital

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Note (General)：: type:text[ABSTRACT]Pekanbaru is the capital city of Riau province, located in the center of the Sumatra Island Indonesia is experiencing rapid economi...

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Material Type: 文書・図像類
Title: Geological Mapping for the Land Deformation Using Small UAV, DinSAR Analysis and Field Observation at The Siak Bridge I and II, Pekanbaru City, Indonesia
Author/Editor: KAUSARIAN, Husnul
JOSAPHAT, Tetuko Sri Sumantyo
KARYA, Detri
PUTRA, Dewandra Bagus Eka
KADIR, Evizal Abdul
Author Heading: KAUSARIAN, Husnul
JOSAPHAT, Tetuko Sri Sumantyo
KARYA, Detri
PUTRA, Dewandra Bagus Eka
KADIR, Evizal Abdul
Publication, Distribution, etc.: Chiba University. Center for Environmental Remote Sensing
Publication Date: 2016-11-21
Publication Date (W3CDTF): 2016-11-21
Periodical title: Proceedings of the CEReS international symposium = CEReS国際シンポジウム資料集
No. or year of volume/issue: 24
Volume: 24
Pages: 452-458
Text Language Code: eng
Target Audience: 一般
Note (General): type:text
[ABSTRACT]Pekanbaru is the capital city of Riau province, located in the center of the Sumatra Island Indonesia is experiencing rapid economic progress. The city is split by Siak river. Big bridges that connect this city are Siak I Bridge and Siak II Bridge. The Quality of Siak bridges paid attention seriously in this previous time, especially for Siak I bridge deflection, despite completely built from past time. Also for Siak II Bridge it needs more attention incase of this bridge is the road for the heavy truck way. Geological mapping using a small UAV conducted to determine the deformation points on the site of Siak I bridge and Siak II Bridge areas, the study of Siak I Bridge and Siak II Bridge are also supported by the DInSAR analysis using ALOS PALSAR data of Pekanbaru city and Deflection observation that occurs in Siak I bridge and Siak II Bridge was measured during field observation. Results of small UAV 3D models analysis shows no negative land deformation on the Siak I Bridge and Siak II Bridge areas. DInSAR analysis shows the number of positive deformation of Siak I Bridge is 81 cm and Siak II Bridge is 48 cm. Deflection on Siak I Bridge was detected around 10-15 cm.
Access Restrictions: 限定公開
Data Provider (Database): 国立情報学研究所 : 学術機関リポジトリデータベース（IRDB）（機関リポジトリ）
https://irdb.nii.ac.jp
Original Data Provider (Database): 千葉大学 : 千葉大学学術成果リポジトリ