Assessing the impact of topography and land cover data resolutions on two-dimensional HEC-RAS hydrodynamic model simulations for urban flood hazard analysis
Yazarlar (1)
Doç. Dr. Emrah YALÇIN Kırşehir Ahi Evran Üniversitesi, Türkiye
| Makale Türü |
Özgün Makale
(SSCI, AHCI, SCI, SCI-Exp dergilerinde yayınlanan tam makale)
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| Dergi Adı | Natural Hazards (Q2) | ||
| Dergi ISSN | 0921-030X Dergi Bilgileri (2020) | ||
| Dergi Tarandığı Indeksler | SCI-Expanded | ||
| Makale Dili | İngilizce | Basım Tarihi | 04-2020 |
| Kabul Tarihi | 19-03-2020 | Yayınlanma Tarihi | 28-03-2020 |
| Cilt / Sayı / Sayfa | 101 / 3 / 995–1017 | DOI | 10.1007/s11069-020-03906-z |
| Makale Linki | https://link.springer.com/10.1007/s11069-020-03906-z | ||
| UAK Araştırma Alanları |
Hidroloji
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| Özet |
| This study assesses the effects of topography and land cover data resolutions on the estimates of flood extent, inundation depths, flow velocities, and arrival times of a two-dimensional (2D) hydrodynamic HEC-RAS model under differently sized mesh structures, with the example of the urban floodplain of Kilicozu Creek (Kirsehir, Turkey). To analyse these effects under a wide range of data conditions, seven different resolution digital surface models (DSMs) (from 0.0432 to 10 m/pixel) and Manning’s roughness layers (MRLs) (from 2 to 25 m/pixel) are produced for the subject floodplain by processing the high-quality DSM and orthophoto of the Kirsehir city centre. Additionally, seven different computational point spacings (CPSs) (from 2 m × 2 m to 25 m × 25 m) are tested to evaluate changes in the model outputs depending on the dimensions of mesh grids. Simulations are carried out for 19 different DSM, MRL … |
| Anahtar Kelimeler |
| 2D hydrodynamic modelling | Digital surface model | HEC-RAS | Kirsehir | Land cover map | Urban flooding |
BM Sürdürülebilir Kalkınma Amaçları
| Atıf Sayıları | |
| Web of Science | 105 |
| Scopus | 115 |
| Google Scholar | 160 |