Abstract
An intensified hydrological cycle with global warming is expected to increase the intensity and frequency of extreme precipitation events. However, whether and to what extent the enhanced extreme precipitation translates into changes in river floods remains controversial. Here we demonstrate that previously reported unapparent or even negative responses of river flood discharge (defined as annual maximum discharge) to extreme precipitation increases are largely caused by mixing the signals of floods with different generating mechanisms. Stratifying by flood type, we show a positive response of rainstorm-induced floods to extreme precipitation increases. However, this response is almost entirely offset by concurrent decreases in snow-related floods, leading to an overall unapparent change in total global floods in both historical observations and future climate projections. Our findings highlight an increasing rainstorm-induced flood risk under warming and the importance of distinguishing flood-generating mechanisms in assessing flood changes and associated social-economic and environmental risks.
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Data availability
The streamflow records were obtained from the Global Runoff Data Centre (http://www.bafg.de/GRDC), the United States Geological Survey GAGES-II database (https://www.sciencebase.gov), the Water Survey of Canada Hydrometric Data (HYDAT; https://www.canada.ca/en/environment-climate-change), the Catchment Characterisation and Modelling–Joint Research Centre database (https://ccm.jrc.ec.europa.eu/), the HidroWeb portal of the Brazilian Agência Nacional de Águas (http://www.snirh.gov.br/hidroweb), the Australian Bureau of Meteorology (http://www.bom.gov.au/waterdata) and the Chilean Center for Climate and Resilience Research (http://www.cr2.cl/datos-de-caudales/). The Global Reservoir and Dam database is available at https://sedac.ciesin.columbia.edu/data/set/grand-v1-dams-rev01. The GlobCover v2.3 map is available at http://due.esrin.esa.int/page_globcover.php. The Global forest change dataset is available at http://earthenginepartners.appspot.com/science-2013-global-forest. The ERA5-Land dataset is available at https://www.ecmwf.int/en/era5-land. The CMIP6 data can be accessed through the Earth System Grid Federation (ESGF) system (https://esgf-node.llnl.gov/search/cmip6/).
Code availability
The code61 used as the basis for this study is available at https://doi.org/10.5281/zenodo.7319421.
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Acknowledgements
This study was supported by the National Natural Science Foundation of China under grant agreement numbers 42088101 (S. Zhang and Y.D.) and 42175168 (S. Zhang) and the Innovation Group Project of Southern Marine Science and Engineering Guangdong Laboratory (Zhuhai) under grant agreement number 311021009 (S. Zhang, Y.D. and Z.W.). L. Zhou acknowledges the US National Science Foundation (NSF AGS-1952745 and AGS-1854486).
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S. Zhang, Y.D. and L. Zhou designed the study. S. Zhang, Y.Y. and Z.W. collected the data. S. Zhang performed the analysis. All authors contributed to the interpretation of the results. S. Zhang wrote the initial manuscript with contributions from L. Zhou, L. Zhang, S. Zhou and Y.Y. All authors reviewed and approved the manuscript.
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Extended data
Extended Data Fig. 1 Global classifications of annual maximum flood events based on CMIP6 outputs.
a-d, Global proportions of four flood types, IR-MF (a), ES-MF (b), SM-MF (c), and RS-MF (d), based on the ensemble mean of classification outcomes for individual CMIP6 models using outputs from 1950 to 2014 under historical forcing. e, Regions dominated by different types of floods (that is, the flood type showing the highest proportion of occurrence for each region).
Extended Data Fig. 2 Changes in flood and extreme precipitation from the historical to the future period (SSP245 scenario).
a, Time series of annual maximum precipitation (P) and streamflow (Q) averaged over the global land area from the historical (1950-2014 under historical forcing) to the future (2015–2100 under SSP245 scenario) period based on the outputs of 11 CMIP6 models. Shaded bands represent the variation by individual models. The trends were estimated based on the ensemble mean of model outputs using linear regression with significance level (a two-tailed student’s t test) labeled in the panel. b-c, Global patterns of the trends of annual maximum P (b) and Q (c) from 1950 to 2100. The whitespace represents the dry lands with very limited runoff. d-g, Time series of annual maximum Q averaged over regions dominated by different flood types, IR-MF (d), ES-MF (e), SM-MF (f), and RS-MF (g). The shaded bands, solid lines and dotted lines are similarly defined as those in panel a.
Extended Data Fig. 3 Changes in peak point temperatures of the P~T and Q~T scaling curves from the historical to the future period (SSP585 scenario).
a, Comparison between the changes in peak point temperatures of the P~T and Q~T scaling curves (Tpeak-P and Tpeak-Q) averaged over regions dominated by different flood types based on the outputs of 11 CMIP6 models from the historical (1950-2014 under historical forcing) to the future (2015-2100 under SSP585 scenario) period. Error bars indicate the variations among 11 models (mean value ± one standard deviation). b-c, Global spatial patterns of the changes in Tpeak-P (b) and Tpeak-Q (c) from the historical to the future period.
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Supplementary Figs. 1–19, Tables 1 and 2, and Texts 1–3.
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Zhang, S., Zhou, L., Zhang, L. et al. Reconciling disagreement on global river flood changes in a warming climate. Nat. Clim. Chang. 12, 1160–1167 (2022). https://doi.org/10.1038/s41558-022-01539-7
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DOI: https://doi.org/10.1038/s41558-022-01539-7
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