WEKO3
アイテム
The Uncertainty of Local Flow Parameters During Inundation Flow Over Complex Topographies with Elevation Errors
https://hiroshima.repo.nii.ac.jp/records/2007356
https://hiroshima.repo.nii.ac.jp/records/2007356beb63993-b9ec-4ac0-b2b7-05b0d3f7fc40
| 名前 / ファイル | ライセンス | アクション |
|---|---|---|
JHydrology_2013_486_71.pdf (3.4 MB)
|
| Item type | デフォルトアイテムタイプ_（フル）(1) | |||||||||
|---|---|---|---|---|---|---|---|---|---|---|
| 公開日 | 2023-03-18 | |||||||||
| タイトル | ||||||||||
| タイトル | The Uncertainty of Local Flow Parameters During Inundation Flow Over Complex Topographies with Elevation Errors | |||||||||
| 言語 | en | |||||||||
| 作成者 |
Tsubaki, Ryota
× Tsubaki, Ryota
× Kawahara, Yoshihisa
|
|||||||||
| アクセス権 | ||||||||||
| アクセス権 | open access | |||||||||
| アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||
| 権利情報 | ||||||||||
| 権利情報 | Copyright (c) 2013 Elsevier B.V. All rights reserved. | |||||||||
| 主題 | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | inundation simulation | |||||||||
| 主題 | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | complex topography | |||||||||
| 主題 | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | LiDAR | |||||||||
| 主題 | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | shallow water flow model | |||||||||
| 主題 | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | LIC | |||||||||
| 主題 | ||||||||||
| 主題Scheme | Other | |||||||||
| 主題 | water level profile | |||||||||
| 主題 | ||||||||||
| 主題Scheme | NDC | |||||||||
| 主題 | 510 | |||||||||
| 内容記述 | ||||||||||
| 内容記述 | Since the topographical data obtained from LiDAR (Light Detection and Ranging) measurements is superior in resolution and accuracy as compared to conventional geospatial data, over the last decade aerial LiDAR (Light Detection and Ranging) has been widely used for obtaining geospatial information. However, digital terrain models made from LiDAR data retain some degree of uncertainty as a result of the measurement principles and the operational limitations of LiDAR surveying. LiDAR cannot precisely measure topographical elements such as ground undulation covered by vegetation, curbstones, etc. Such instrumental and physical uncertainties may impact an estimated result in an inundation flow simulation. Meanwhile, how much and how these topographical uncertainties affect calculated results is not understood. To evaluate the effect of topographical uncertainty on the calculated inundation flow, three representative terrains were prepared that included errors in elevation. Here, the topographical uncertainty that was introduced was generated using a fractal algorithm in order to represent the spatial structure of the elevation uncertainty. Then, inundation flows over model terrains were calculated with an unstructured finite volume flow model that solved shallow water equations. The sensitivity of the elevation uncertainty on the calculated inundated propagation, especially the local flow velocity, was evaluated. The predictability of inundation flow over complex topography is discussed, as well as its relationship to topographical features. | |||||||||
| 言語 | en | |||||||||
| 内容記述 | ||||||||||
| 内容記述タイプ | Other | |||||||||
| 内容記述 | This is a postprint of an article published by Elsevier B.V. in Journal of Hydrology, 2013, available online: http://doi.org/10.1016/j.jhydrol.2013.01.042. | |||||||||
| 言語 | ||||||||||
| 言語 | eng | |||||||||
| 資源タイプ | ||||||||||
| 資源タイプ識別子 | http://purl.org/coar/resource_type/c_6501 | |||||||||
| 資源タイプ | journal article | |||||||||
| 出版タイプ | ||||||||||
| 出版タイプ | AO | |||||||||
| 出版タイプResource | http://purl.org/coar/version/c_b1a7d7d4d402bcce | |||||||||
| 関連情報 | ||||||||||
| 識別子タイプ | DOI | |||||||||
| 関連識別子 | 10.1016/j.jhydrol.2013.01.042 | |||||||||
| 関連情報 | ||||||||||
| 識別子タイプ | DOI | |||||||||
| 関連識別子 | http://doi.org/10.1016/j.jhydrol.2013.01.042 | |||||||||
| 収録物識別子 | ||||||||||
| 収録物識別子タイプ | ISSN | |||||||||
| 収録物識別子 | 0022-1694 | |||||||||
| 開始ページ | ||||||||||
| 開始ページ | 71 | |||||||||
| 書誌情報 |
Journal of Hydrology Journal of Hydrology 巻 486, p. 71-87, 発行日 2013-04-12 |
|||||||||
| 旧ID | 38852 | |||||||||
