Journal
JOURNAL OF HYDROMETEOROLOGY
Volume 24, Issue 7, Pages 1331-1347Publisher
AMER METEOROLOGICAL SOC
DOI: 10.1175/JHM-D-22-0224.1
Keywords
Climate change; Climate prediction; Hydrology; Extreme events
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This study investigates the relationship between catchment size, rainfall duration, and future streamflow increases in North American catchments. The analysis shows that extreme precipitation is projected to increase across all durations and return periods. The increases are strongly influenced by duration, frequency, and catchment size, with smaller catchments experiencing larger relative rainfall increases. Similar patterns are observed for future extreme streamflow, indicating that smaller catchments will be disproportionately affected by future increases in extreme rainfall.
This work explores the relationship between catchment size, rainfall duration, and future streamflow increases on 133 North American catchments with sizes ranging from 66.5 to 9886 km2. It uses the outputs from a high spatial (0.11 & DEG;) and temporal (1-h) resolution single model initial-condition large ensemble (SMILE) and a hydrological model to compute extreme rainfall and streamflow for durations ranging from 1 to 72 h and for return periods of between 2 and 300 years. Increases in extreme precipitation are observed across all durations and return periods. The projected in-creases are strongly related to duration, frequency, and catchment size, with the shortest durations, longest return periods, and smaller catchments witnessing the largest relative rainfall increases. These increases can be quite significant, with the 100-yr rainfall becoming up to 20 times more frequent over the smaller catchments. A similar duration-frequency-size pattern of increases is also observed for future extreme streamflow, but with even larger relative increases. These results imply that future increases in extreme rainfall will disproportionately impact smaller catchments, and particularly so for impervious urban catchments which are typically small, and whose stormwater drainage infrastructures are designed for long-return-period flows, both being conditions for which the amplification of future flow will be maximized.
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