Projected Shifts in Rainfall Intensity-Duration-Frequency Curves under Climate Change Scenarios in Lampung, Indonesia

Authors

  • Nailan Lu’lu’ Aurora Department of Atmospheric and Planetary Science, Institut Teknologi Sumatera, South Lampung, Lampung, Indonesia
  • Alvin Pratama Department of Atmospheric and Planetary Science, Institut Teknologi Sumatera, South Lampung, Lampung, Indonesia
  • Amalia Nurlatifah Research Center for Climate and Atmosphere, National Research and Innovation Agency, KST Samaun Samadikun, Bandung, West Java, Indonesia

DOI:

https://doi.org/10.61310/mjst.v24i1.2695

Keywords:

non-stationary IDF, CMIP6 projections, quantile mapping, extreme rainfall intensification, climate change adaptation

Abstract

This study develops non-stationary Intensity–Duration–Frequency (IDF) curves for Lampung Province, Indonesia, using bias-corrected CMIP6 rainfall projections from the ACCESS-ESM1-5 model under SSP1-2.6, SSP2-4.5, SSP3-7.0, and SSP5-8.5 (2015–2060). Quantile mapping was applied to daily rainfall observations (2012–2014) to reduce model bias. Post-correction performance improved substantially, with Nash–Sutcliffe Efficiency increasing to 0.87–0.97 and Kling–Gupta Efficiency reaching 0.93–0.98 across stations. Trend analysis indicates significant annual rainfall declines under high-emission scenarios (up to –12.77 mm/year, p < 0.01). Despite declining annual totals, short-duration extremes intensify markedly. For a 5-year return period, 1-hour rainfall intensity increases from 19 mm/hour (historical lowland baseline) to ~183 mm/hour under SSP5-8.5. At the 25-year return period, 1-hour intensities in high-elevation zones rise from 125 to 210 mm/hour (≈68% increase). In contrast, 24-hour intensities show comparatively moderate changes. Elevation-stratified analysis reveals stronger relative amplification in lowland regions, while highlands maintain the highest absolute intensities due to orographic enhancement. These findings demonstrate substantial upward shifts in future IDF curves and highlight limitations of stationary design assumptions for hydrological infrastructure in tropical regions.

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Published

2026-09-21