the Creative Commons Attribution 4.0 License.
the Creative Commons Attribution 4.0 License.
Quantifying uncertainty in flood predictions due to river bathymetry estimation
Abstract. River bathymetry is important for accurate flood modelling but often unavailable due to the time-intensive and expensive nature of its acquisition. This leads to several proposed and implemented approaches for its estimation. However, the errors in measurements and estimations inherent in these methods, affecting the accuracy of the flood modelling outputs, are not extensively researched. We investigate the sensitivity of flood predictions to these errors in two formulas: the Uniform Flow and the Conceptual Multivariate Regression. Given channel slope, width and bank-full discharge, these formulas can be used to estimate bathymetry. However, errors in estimated bathymetry will affect the flood results. We employed a Monte Carlo framework to introduce random errors into these parameters drawn from a normal distribution with zero mean and a standard deviation set to 10 % of their best estimates. Using this process, we generated 50 simulated river bathymetries for each parameter along with an additional 50 where the errors were applied to all parameters simultaneously. The riverbeds generated from these bathymetries were combined with topographic LiDAR data to create model grids. Each grid was used in the hydrodynamic model LISFLOOD-FP to simulate the 2005 flood event in the Waikanae River area of New Zealand. We assessed the resulting flood predictions for their variability and sensitivity. The results indicate that, between the two methods, the combined errors in the parameters using the Uniform Flow formula are associated with greater uncertainty in flood depths (median error: 3.89 m, quartile range: 2.36 to 7.78 m) and extents (208.72 ha, 206.59 to 209.58 ha), compared to Conceptual Multivariate Regression (depth: 3.61 m, 2.32 to 7.37 m; extent: 207.82 ha, 206.42 to 208.48 ha). Among the parameters, the width errors correspond to the highest uncertainty, while the slope errors correspond to the lowest.
- Preprint
(40664 KB) - Metadata XML
- BibTeX
- EndNote
Status: final response (author comments only)
-
RC1: 'Comment on hess-2024-356', Anonymous Referee #1, 17 Jan 2025
- AC1: 'Reply on RC1', martin nguyen, 22 May 2025
-
RC2: 'Comment on hess-2024-356', Anonymous Referee #2, 25 Apr 2025
The manuscript presents a sensitivity analysis of floods due to the uncertainty in river bathymetry. In the context of flood prediction, understanding the sources of errors is crucial. Although this is an important question, the current manuscript lacks a thorough analysis and description of the procedures.
Please find my major comments as follows:
- Generally, the authors need to significantly improve the methods section to convey the methods used in this study. In particular, they did not provide enough explanation regarding the LISFLOOD modeling and the input data utilized. It is important to summarize the processes implemented by the model to understand the relationships presented in the results section. For example, processes such as, backwater effect, sediment processes, human regulations, etc.
- I do not believe the authors adequately assess the uncertainty of floods, as they primarily evaluate the uncertainty of DEMs, bathymetry estimations, and roughness coefficients. In addition, the authors did not indicate whether their sources of uncertainty are valid by referring to the ranges of DEM values, any reported roughness, etc.
- In addition, they refer to a previous publication, Nguyen et al. (2024b), to get the key details for the methods used. For a smooth reading experience, the authors should summarize that key information in this manuscript as well.
- Moreover, the authors did not explain the context of this uncertainty analysis of the flood prediction. Also, they need to include the details about the flood event they used in this study to demonstrate what they want to establish from this study.
- The authors need to enhance their experimental methods to strengthen the robustness of their findings, such as applying these analyses to various case studies across a wide range of rivers.
Citation: https://doi.org/10.5194/hess-2024-356-RC2 - AC2: 'Reply on RC2', martin nguyen, 22 May 2025
Data sets
Quantifying uncertainty in flood predictions due to river bathymetry estimation - Results and Github Martin Nguyen, Matthew Wilson, Emily Lane, James Brasington, and Rose Pearson https://doi.org/10.26021/canterburynz.27644997.v1
Model code and software
Quantifying uncertainty in flood predictions due to river bathymetry estimation - Results and Github Martin Nguyen, Matthew Wilson, Emily Lane, James Brasington, and Rose Pearson https://doi.org/10.26021/canterburynz.27644997.v1
Viewed
HTML | XML | Total | BibTeX | EndNote | |
---|---|---|---|---|---|
491 | 78 | 31 | 600 | 36 | 54 |
- HTML: 491
- PDF: 78
- XML: 31
- Total: 600
- BibTeX: 36
- EndNote: 54
Viewed (geographical distribution)
Country | # | Views | % |
---|
Total: | 0 |
HTML: | 0 |
PDF: | 0 |
XML: | 0 |
- 1
This study analyzes the uncertainty in flood predictions due to river bathymetry estimation using a Monte Carlo framework. Three important parameters are considered, and the influence of the uncertainties in these parameters on the bathymetry estimation are analyzed. Although this is an important question in flood predictions, I find some important issues not described clearly in the paper. My major concerns are as followed.
In the end, as I am not an expert in river bathymetry estimation, my concerns are primarily raised from the perspective of hydrological modeling. I’m not sure whether I may have misunderstood or overlooked some critical aspects of this study. Therefore, I recommend a major revision and encourage the authors to address the issues mentioned above and to highlight any inaccuracies in my understanding.