Articles | Volume 26, issue 6
https://doi.org/10.5194/nhess-26-2561-2026
© Author(s) 2026. This work is distributed under the Creative Commons Attribution 4.0 License.
Capturing the complete landslide–debris-rich flood continuum for accurate inventory, susceptibility and exposure mapping – lessons from Cyclone Idai
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- Final revised paper (published on 03 Jun 2026)
- Preprint (discussion started on 22 Oct 2025)
Interactive discussion
Status: closed
Comment types: AC – author | RC – referee | CC – community | EC – editor | CEC – chief editor
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RC1: 'Comment on egusphere-2025-5056', Anonymous Referee #1, 09 Dec 2025
- AC1: 'Reply on RC1', Antoine Dille, 23 Apr 2026
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RC2: 'Comment on egusphere-2025-5056', Anonymous Referee #2, 27 Apr 2026
- AC2: 'Reply on RC2', Antoine Dille, 04 May 2026
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AR – Author's response | RR – Referee report | ED – Editor decision | EF – Editorial file upload
ED: Publish subject to minor revisions (review by editor) (05 May 2026) by Mihai Niculita
AR by Antoine Dille on behalf of the Authors (06 May 2026)
Author's response
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ED: Publish as is (16 May 2026) by Mihai Niculita
AR by Antoine Dille on behalf of the Authors (22 May 2026)
Manuscript
This study emphasizes the importance of conducting risk assessments over broad areas with consideration of the entire landslide–debris–rich flood continuum, and it estimates the affected population by examining the relationships between past landslide records and various geomorphological parameters. As there are some unclear points regarding the details, I would like to post a few comments below.
-In lines 190–195, you describe the topographic factors calculated using the Copernicus GLO-30 DEM; however, I think it would be easier to understand if the variables used in the calculations were explicitly presented using equations. In addition, it is not clear how rainfall information is considered in the methodology. Is it incorporated through the TWI? If so, please clarify how rainfall data are included as variables and specify what kind of rainfall dataset is used.
-Related to the above point, the DEM used in this study is the Copernicus GLO-30 DEM; however, there are other DEM products with a 30-m spatial resolution, such as SRTM and ASTER GDEM. It would be useful for readers if you could mention whether similar estimations could be achieved using other DEMs, or whether the Copernicus GLO-30 DEM has particular advantages that make it more suitable for this application.
-If this method were applied to other areas, would it become difficult to estimate the impact in locations where the historical records of landslides are insufficient? Alternatively, would it still be possible to estimate the impact in such locations by using a model trained on landslide records from nearby regions? Discussing this point would provide valuable information for potential users who may consider applying the method to other areas.
-From a long-term perspective, it is generally understood that once a landslide occurs, the likelihood of another landslide occurring at the same location may decrease for some time. Since your method estimates hazards based on topographic factors, it appears that the model may implicitly assume that landslides can occur repeatedly without limitation. When the DEM is updated, the affected slope would become gentler, which should alter the estimated results. It would therefore be helpful if you could discuss how updates to the DEM influence the estimation of landslide impacts, as this would improve readers’ understanding of the general applicability and temporal consistency of the method.
-Regarding the leftmost panel of Figure 3 (INV_01-POLY), the area near Chimanimani in the north appears to be mapped in considerable detail, whereas the southern part is represented in a more coarse, rectangular manner. Does this imply that the areas classified as “no landslide/debris-rich flood” do not require detailed spatial information to the same extent?