the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
A Fluvial Flood Risk Model for Quantifying the Benefit of Mitigation Measures under Uncertainty
Abstract. We present a dynamic probabilistic flood risk model that addresses key challenges in the implementation of integrated flood risk management. These include the need for holistic, large-scale risk assessments that adopt a system-based perspective, and a decision-making framework based on benefit-cost analysis. The proposed model allows for the explicit simulation and dynamic coupling of the flood process components, including downstream flood wave propagation and possible dike failures, in a computationally efficient and data-sparse manner. It enables the consideration of aleatory and epistemic uncertainties in a 2-level Monte Carlo framework. By separating these uncertainties, the model supports robust risk assessments and facilitates the uncertainty-aware evaluation of the benefit of mitigation measures. The model is applied to the Bavarian Danube, demonstrating its ability to estimate the flood risk reduction potential from mitigation measures.
- Preprint
(17973 KB) - Metadata XML
- BibTeX
- EndNote
Status: open (until 29 Dec 2025)
-
RC1: 'Comment on egusphere-2025-4875', Anonymous Referee #1, 02 Dec 2025
reply
-
AC1: 'Reply on RC1', Mara Ruf, 05 Dec 2025
reply
Dear reviewer,
Thank you for the detailed and extremely valuable feedback!
We will incorporate your comments and address the questions you raised (also those directly in the manuscript) in our final version. Regarding your general comments:
1) We will make sure to point that out in the abstract and introduction of the paper.
2) Good point — We will state the limitations more clearly in the paper. The large uncertainties introduced by this simplification are, however, accounted for in the uncertainty analysis. The rationale for this model choice is that we wanted to run a very large number of simulations (which requires runtimes far shorter (~1sec per simulation) than any hydraulic model can provide, as far as we can judge) in order to holistically quantify the influence of epistemic and aleatory uncertainties (and therein also dike breaches) and to use this model in subsequent studies, f.e.x in optimization problems. Independent of that, we found your judgement very interesting: We had considered all model components to be in a roughly comparable degree of process representation…
3) Yes, we agree and struggled with this while writing the paper. On the one hand, the uncertainty and sensitivity analysis deserves a much larger share of the manuscript, since this is one of the main contributions of our work. On the other hand, the description of the flood risk model has already become quite long, and we wanted to avoid further inflating the paper. As a consequence, we chose to illustratively focus on only three epistemic uncertainties and therewith intended to show how the model — and the hierarchical structure — can incorporate and support UA and SA, without going into all modeling choices and background assumptions. I will try to shorten the flood risk model chapter (if possible) and expand the UA section.
4) In our case study, we limited the assessment to scenarios with recurrence intervals > 100 years because the mitigation measure we assess is only activated beyond that threshold. I realize this was not clearly described in the paper: we will add a description of the detention basin to the study area section and emphasize it again in the hydrological load and results sections. If other mitigation measures are evaluated, the catalogue of flood scenarios has to, of course, be extended
5) We agree and will add a short discussion in the end. Despite the more advanced approaches pursued in more recent studies (e.g. fully coupled model chains, like the benchmark study by Sairam et al. 2021), we believe that there are use cases where the development or application of these models is not feasible or, in the case of AI approaches, more useful. The model was developed in a fairly short time frame and with limited data available. Applying more advanced (and thus computationally more demanding) approaches to problem settings like feasibility studies, cost benefit analyses or optimization problems could be, out of our perspective, challenging. For these use cases, a simpler, computationally cheaper model based on surrogates can be advantageous. We will emphasize the model’s intended use but also its limitations in the paper.
Thanks again for your feedback and comments!
Citation: https://doi.org/10.5194/egusphere-2025-4875-AC1
-
AC1: 'Reply on RC1', Mara Ruf, 05 Dec 2025
reply
Viewed
| HTML | XML | Total | BibTeX | EndNote | |
|---|---|---|---|---|---|
| 234 | 72 | 21 | 327 | 11 | 12 |
- HTML: 234
- PDF: 72
- XML: 21
- Total: 327
- BibTeX: 11
- EndNote: 12
Viewed (geographical distribution)
| Country | # | Views | % |
|---|
| Total: | 0 |
| HTML: | 0 |
| PDF: | 0 |
| XML: | 0 |
- 1
Review of manuscript „A Fluvial Flood Risk Model for Quantifying the Benefit of Mitigation Measures under Uncertainty” by Mara Ruf et al., submitted to NHESS
The manuscript presents an interesting extension to the existing flood risk estimation and uncertainty quantification methods, with the aim of quantifying flood risk in economic terms for large river reaches. It applies a concept of simple surrogate models to the required flood model chain (rainfall-runoff simulation, river routing, dike breach/overtopping, inundation and damage estimation). It builds on the probabilistic flood risk assessment concepts developed about 20 years ago, including an uncertainty estimation using the concept of aleatory and epistemic uncertainty. The main advancement of the work is the inclusion of dike failures in a probabilistic manner and to include this in the risk and uncertainty estimation by a2-staged Monte Carlo analysis. Moreover, the work also presents the framework for a cost-benefit analysis of large-scale flood protection measures, like flood retention basins. This is possible because the model concept enables the downstream effect of flood protection measures in a river reach.
The proposed concept is valid and the work takes large scale flood estimation a step further, mainly by including probabilistic dike failures in the risk assessment. The manuscript is properly structured and the work is well presented. Overall, I recommend the publication in NHESS, but some issues should be addressed beforehand:
Next to these more general points I made some comments in the attached annotated manuscript.