Inundation prediction in tropical wetlands from JULES-CaMa-Flood global land surface simulations
- 1UK Centre for Ecology and Hydrology (UKCEH), Maclean Building, Wallingford OX10 8BB, U.K.
- 2School of Geography and the Environment, University of Oxford, South Parks Road, Oxford OX1 3QY, U.K.
- 3Institute of Industrial Science, University of Tokyo, 4 Chome-6-1 Komaba, Meguro City, Tokyo 153-8505, Japan
- 4Meteorological Surveillance and Forecasting Group, DT Catalonia, Agencia Estatal de Meteorología (AEMET), Barcelona, Spain
- 5CNRS, Laboratoire d’Etude du Rayonnement et de la Matière en Astrophysique et Atmosphères (LERMA), Observatoire de Paris, 61 avenue de l’Observatoire, 75014 Paris, France
- 6Estellus, 93 Boulevard de Sébastopol, 75002 Paris, France
- 1UK Centre for Ecology and Hydrology (UKCEH), Maclean Building, Wallingford OX10 8BB, U.K.
- 2School of Geography and the Environment, University of Oxford, South Parks Road, Oxford OX1 3QY, U.K.
- 3Institute of Industrial Science, University of Tokyo, 4 Chome-6-1 Komaba, Meguro City, Tokyo 153-8505, Japan
- 4Meteorological Surveillance and Forecasting Group, DT Catalonia, Agencia Estatal de Meteorología (AEMET), Barcelona, Spain
- 5CNRS, Laboratoire d’Etude du Rayonnement et de la Matière en Astrophysique et Atmosphères (LERMA), Observatoire de Paris, 61 avenue de l’Observatoire, 75014 Paris, France
- 6Estellus, 93 Boulevard de Sébastopol, 75002 Paris, France
Abstract. Wetlands play a key role in hydrological and biogeochemical cycles and provide multiple ecosystem services to society. However, reliable data on the extent of global inundated areas and the magnitude of their contribution to local hydrological dynamics remain surprisingly uncertain. Global hydrological models and Land Surface Models (LSMs) include only the most major inundation sources and mechanisms, therefore quantifying the uncertainties in available data sources remains a challenge. We address these problems by taking a leading global data product on inundation extents (GIEMS) and matching against predictions from a sophisticated global hydrodynamic model (CaMa-Flood) that uses runoff data generated from the JULES land surface model. The ability of the model to reproduce patterns and dynamics showed by the observational product is assessed in a number of case studies across the tropics (including the Sudd, Pantanal, Congo and Amazon), which show that it performs well in large wetland regions, with a good match between corresponding seasonal cycles. However, at finer spatial scale, water inputs (e.g. groundwater inflow to wetland) may become underestimated in comparison to water outputs (e.g. infiltration and evaporation from wetland); or the opposite may occur, depending on the wetland concerned. Additionally, some wetlands display a clear spatial displacement between observed and simulated inundation as a result of over- or under-estimation of overbank flooding upstream. This study provides timely data that can contribute to our current ability to make critical predictions of inundation events at both regional and global levels.
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Toby Richard Marthews et al.
Status: final response (author comments only)
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RC1: 'Comment on hess-2021-109', Anonymous Referee #1, 26 May 2021
Toby Marthews et al., conducted a global simulation of inundation areas with CaMa-Flood hydrodynamic model and was driven by JULES land surface model’s runoff outputs at 0.25 by 0.25 degree resolution. They compared the simulated inundation areas against Global Inundation Extent from Multi- Satellites database version 2.0 (GIEMS2) dataset over several major inundated regions across the globe. They also tried to bias-correct the model simulated inundation area with simple transformations. Below are my specific comments.
- The major contribution of this analysis is better understanding of CaMa-Flood model biases, and the value of this work is so limited to the CaMa-Flood model/JULES model themselves. Little insights could be gained to better understand the mechanisms/processes underlying the regional hydrological cycle and water balance.
- Furthermore, the understanding of CaMa-Flood model bias was also limited to how it is biased but little was known about why CaMa-Flood has such bias. Which specific process is responsible for the bias?
- In the methodology section, it is clear that JULES provided runoff outputs. However, it is not clear how accurate JULES runoff was. Although JULES runoff evaluation was published before, as the major driving variable of CaMa-Flood model, it’s still worthwhile to e.g., add a full paragraph to summarize JULES’ runoff at a global and regional scale (particularly the major inundated regions used in this study).
- Also, it will be great to have a full paragraph in the discussion section to discuss the contribution of runoff bias to the CaMa-Flood simulated inundation area bias.
- Again a more detailed explanation of the CaMa-Flood model ( inputs, outputs, major equations, hypotheses, advantages, disadvantages) is needed in the methodology section, although CaMa-Flood model description paper was published before.
- The results section needs a big refinement and explains more in detail (quantitatively). The current version (five short paragraphs) only scratches the surface of CaMa-Flood model results. Need more quantitative details about the analysis of e.g., seasonality, interannual variability, spatial distribution, maximal inundation extent, functional relationships between inundation and environmental factors, and so on.
- Discussion section, the bias in the inundation area needs to be mechanistically attributed to multiple relevant factors (e.g., precipitation, runoff) first before the bias-corrections so that one could learn why CaMa-Flood was biased and provide insights into how to bias correct the model through improving model structure, input data, parameterization scheme and so on in the future.
- Discussion section, the bias correction (based on alpha min, alpha max, and beta) was empirical and may not be valid if the bias was nonlinearly related to the space, time, and magnitude of the inundated area. In order to better justify the bias correction function, an analysis of the bias structure (across time and space) could be helpful.
- Abstract, the second half of the abstract needs more quantitative results and deep implications. The last sentence is not convincing, since this study did not provide data, it was a model-data comparison study.
- AC1: 'Reply on RC1', Toby Marthews, 29 Jul 2021
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RC2: 'Comment on hess-2021-109', Anonymous Referee #2, 27 May 2021
General comments:
This is a potentially interesting study comparing JULES-CaMa-Flood simulation output with a global dataset of inundation extent for different selected wetland regions.
Specific comments:
- There are 10 case study wetland regions, but the study spends insufficient time on most, if not all of them.
- The results section needs improving. The results within and between the regions studied should be compared in quantitative terms. The main/most important findings should be identified and highlighted.
- There are insufficient insights presented in the discussion. Can the errors and biases (based on the NGE, KGE, alphas and beta) at different locations be better attributed to the quality of JULES versus JULES-CaMa-Flood simulation? Are they predominantly a result of model structure, parameter or forcing errors? To what degree is uncertainty in the remote sensing data responsible? How do climate, season, and hydrotopograhy factor in? The authors must relate their results/findings with existing knowledge of earth system/hydrological processes of the different wetland regions studied.
- The authors propose the alpha and beta parameters as indicators of model bias in the simulation of evapotranspiration and infiltration. However, these cannot be expected to be constant over time. Additionally, the NSE and KGE were calculated over the full temporal domain. Can the authors be confident that the high performing parameters remain valid at a different time? Additional analysis is warranted to investigate this.
Technical comments:
- Abstract: the final sentence of the abstract claims “This study provides timely data”. However, it is unclear from the manuscript what part of the results/findings this “data” is referring to. The alpha and beta parameters are possibly only useful for JULES-CaMa-Flood-GIEMS users.
- Abstract: in line with the earlier recommendation to investigate all the different regions more thoroughly “(including the Sudd, Pantanal, Congo and Amazon)” should be removed.
- Line 35: what is being referenced to in the cited reference Saunois et al 2020 is unclear.
- Line 100: “Most hydrological models are run uncoupled from the atmosphere and are therefore reliant on the availability of good precipitation and other atmospheric driving data.” – the first part of this statement is inconsequential. Even if hydrological models were run coupled with atmospheric models, a high level of error from the simulated precipitation is still expected.
- Include a study area figure at the global scale to adequately introduce the wetland regions and discuss their differences in major processes/controls. This will remove the need to refer to a few of these regions as “the three tropical zones”, which can be confusing for the reader.
- Lines 201, 215: references to figures from the results section within the methods section should be removed.
- Line 222: “We therefore calculate spatial matching statistics across all case study areas” - it is unclear what is being meant here by spatial matching statistics.
- Lines 228-229: The evaluation metrics nRMSE, r, RMSE were not introduced in the methods, nor were their results presented.
- Line 238: “However, these statistics are not capable of measuring some aspects of the flow regime that are important from the point of view of allowing us to divide out the different sources of inundation in our study wetlands” is unclear.
- Figure 1, 4: the results for regions with a larger spatial domain are difficult to see.
- Figure 5 is blurry
- Line 237: “within the borders of the wetland itself” – at/near the wetland boundaries?
- The authors’ conclusion in lines 284-288 is poorly supported.
- Line 302: “If overbank flooding is underestimated in our simulation then the water within the river course (the Niger or White Nile, respectively, in these cases) will remain in the river and be taken downstream further than expected, producing a downstream wetland ‘extension’ that exists in the simulation results but not the observed (as we see in our JULES-CaMa-Flood outputs). – this needs to be better linked better to the study results, with examples.
- The manuscript is informal in tone and unfocussed at some parts, with longwinded sentences that make it hard to read. Additionally, there are:
- acronyms undefined at first use e.g. CaMA, GIEMS, GLWD, WRR1, WRR2
- use of biased/subjective words, e.g. “surprisingly”, “sophisticated”
- overstatements, e.g. “widely used” (relative to the few references cited)
- excessive use of brackets and italicized phrases that highly disrupt the flow
- generic/blanket statements such as: “We found that our simulated inundation extents (from the CaMa-Flood model, driven by JULES runoff data at 0.25° resolution) sometimes compared very closely to our observed data (from GIEMS satellite-based data), but at many points there were divergences”, and “The spatial displacement of inundation prediction downstream from observed inundation visible especially in our results for the Inner Niger Delta and the Sudd (Fig. 1) is a result of over- or under-estimation of overbank flooding upstream.” There are multiple occurrences throughout the manuscript including in the abstract.
The overall readability must be improved.
- AC2: 'Reply on RC2', Toby Marthews, 29 Jul 2021
Toby Richard Marthews et al.
Toby Richard Marthews et al.
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