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The 14-16 October Marmara Extreme Rainfall Event: A Sub-Cathment Scale Return Period Analysis
19 Oct, 2026
Resim5.jpg

๐Ž๐ฎ๐ซ ๐Œ๐ž๐ญ๐ก๐จ๐๐จ๐ฅ๐จ๐ ๐ฒ:

Using raw data from over 1,800 MGM (Turkish State Meteorological Service) stations, we spatialized the rainfall onto a ~1 km high-resolution grid to calculate area-weighted sub-catchment averages. We then identified the highest rolling 24-hour rainfall for each catchment and evaluated it against a ๐‹๐จ๐ -๐๐ž๐š๐ซ๐ฌ๐จ๐ง ๐“๐ฒ๐ฉ๐ž ๐ˆ๐ˆ๐ˆ ๐๐ข๐ฌ๐ญ๐ซ๐ข๐›๐ฎ๐ญ๐ข๐จ๐ง fitted to each catchmentโ€™s 40-year (1981โ€“2020) annual maximum series. Sub-catchment return periods are scaled from these catchment-level distributions.

Here is what the data reveals across the animation frames:

1๏ธโƒฃ ๐‚๐ฎ๐ฆ๐ฎ๐ฅ๐š๐ญ๐ข๐ฏ๐ž ๐๐ซ๐จ๐ ๐ซ๐ž๐ฌ๐ฌ๐ข๐จ๐ง: How rainfall accumulated across sub-catchments over the 50-hour window.
https://www.youtube.com/shorts/oSQg2onWZ8c

2๏ธโƒฃ ๐“๐ก๐ž ๐๐ข๐ฉ๐ž๐ฅ๐ข๐ง๐ž: Our 4-step analytical workflow: Station Data โžก๏ธ Gridded Interpolation โžก๏ธ Sub-Catchment Aggregation โžก๏ธ Return Period Estimation.
https://www.youtube.com/shorts/nbNy1gG0caM

3๏ธโƒฃ ๐“๐ž๐ฆ๐ฉ๐จ๐ซ๐š๐ฅ ๐‘๐ž๐ฌ๐จ๐ฅ๐ฎ๐ญ๐ข๐จ๐ง: Hourly rainfall progression (partly reconstructed from cumulative station totals) vs. the highest recorded rolling 24-hour window.
https://www.youtube.com/shorts/G0lh8LSSlUQ

4๏ธโƒฃ ๐’๐ฉ๐š๐ญ๐ข๐š๐ฅ ๐‘๐š๐ซ๐ข๐ญ๐ฒ: Final return periods mapped by sub-catchment.

4-๐’๐ฉ๐š๐ญ๐ข๐š๐ฅ ๐‘๐š๐ซ๐ข๐ญ๐ฒ.png

๐Š๐ž๐ฒ ๐‡๐ฒ๐๐ซ๐จ๐ฅ๐จ๐ ๐ข๐œ๐š๐ฅ ๐ˆ๐ง๐ฌ๐ข๐ ๐ก๐ญ๐ฌ:

๐Ÿ“ ฤฐzmit Bay โ€“ ฤฐznik: 85.9 mm in 24 hours โžก๏ธ ~100-year return period

๐Ÿ“ Lower Sakarya: 85.3 mm in 24 hours โžก๏ธ ~66-year return period

๐Ÿ“ Kandฤฑra โ€“ ลžile Coast: 104.6 mm in 24 hours โžก๏ธ ~45-year return period

๐Ÿ“ Karasu Sub-Catchment: Reached a striking 260 mm area-averaged event total.

๐“๐ก๐ž "๐Œ๐ž๐š๐ฌ๐ฎ๐ซ๐ž๐ฆ๐ž๐ง๐ญ ๐–๐ข๐ง๐๐จ๐ฐ" ๐๐ก๐ž๐ง๐จ๐ฆ๐ž๐ง๐จ๐ง:

A critical takeaway from this analysis is how sensitive return-period estimates are to the accumulation window. Standard daily meteorological totals are counted from 09:00 to 09:00 (the climatological day), and the peak of this storm fell across that boundary, splitting it between two reporting days. In Lower Sakarya, the daily totals suggest a common ~5-year event, while the highest rolling 24-hour total reaches ~66 years. Fixed and rolling windows are not directly comparable, so consistent windows between the event and the historical series are essential for a reliable assessment of flood risk.

๐’๐œ๐ข๐ž๐ง๐ญ๐ข๐Ÿ๐ข๐œ ๐๐จ๐ญ๐ข๐œ๐ž & ๐‹๐ข๐ฆ๐ข๐ญ๐š๐ญ๐ข๐จ๐ง ๐จ๐Ÿ ๐‹๐ข๐š๐›๐ข๐ฅ๐ข๐ญ๐ฒ: The statistical outputs and spatial calculations presented in this analysis are preliminary and intended solely for informational, academic, and exploratory purposes. This study utilizes raw, unvetted near-real-time observational data from automated weather stations, which has not undergone final retrospective quality control or homogenization by official meteorological authorities. Where continuous records were unavailable, part of the hourly series was reconstructed from cumulative station totals. The return periods specified herein are mathematically derived based on a localized 40-year historical baseline using the Log-Pearson Type III distribution; values beyond ~50โ€“100 years extrapolate this record and carry wide uncertainty, and sub-catchment values are scaled from catchment-level distributions. Alternative statistical distributions, longer historical baselines, or climate change non-stationarity adjustments may yield significantly different return period estimates. Consequently, these findings do not constitute official administrative data, formal hydrological engineering designs, or actionable financial, underwriting, or legal advice. T Rupt Teknoloji A.ลž. explicitly disclaims any and all liability for commercial, engineering, or structural decisions made in reliance upon this preliminary assessment.

#FloodRisk #CatastropheModeling #Hydrology #DataAnalytics #MarmaraFlood #SpatialData #TRupt

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