Datasets:
FastFlood East Africa Flood Case Studies
FastFlood reproductions of the 11 ICPAC flood case studies, driven by the same
event inputs as the RIM2D simulations in
E4DRR/rim2d-simulations,
and packaged in the same layout so the two methods compare map-for-map.
FastFlood (FastHazard, NL) is a fast steady-state flood method: DEM + rainfall (+ optional Manning / infiltration) β maximum inundation in seconds on CPU. RIM2D (GFZ Potsdam) is GPU 2D shallow-water hydrodynamics. This dataset lets you see how a lightweight screening method lines up against full 2D physics on identical events.
Produced under the ICPAC E4DRR / CRAF'D project.
Layout
Each <case>/ mirrors the RIM2D case layout:
<case>/
βββ input/
β βββ dem.tif Copernicus GLO-30 elevation (m), stream-burned
β βββ roughness.tif Manning's n
β βββ infiltration.tif infiltration capacity (mm/hr)
β βββ rain_mean_mmhr.tif event-mean rainfall intensity (mm/hr)
β βββ permanent_water.tif lake / reservoir / sea mask (1 = permanent water)
βββ output/
β βββ <case>_wd_max.tif FastFlood maximum water-depth envelope
β βββ frames/wh_*.tif inundation at successive elapsed times
β βββ preview.gif RIM2D-style water-depth animation
βββ run_command.txt the FastFlood invocation (β RIM2D .def)
βββ METHOD.md per-case method notes
Cases
| Case | Country | Event | Duration |
|---|---|---|---|
nairobi_2026-03-06 |
Kenya | flash flood, Nairobi metro | 24 h |
ssd_2025-10-05 |
South Sudan | Upper Nile / Renk | 24 h |
dji_2019-11-21 |
Djibouti | Djibouti City flash flood | 72 h |
eth_2021-08-16 |
Ethiopia | Addis Akaki river | 72 h |
som_2023-11-19 |
Somalia | Lower Shabelle | 72 h |
uga_2019-05-26 |
Uganda | central Uganda / Kampala | 72 h |
eri_2019-08-10 |
Eritrea | Asmara plateau highlands | 120 h |
rwa_2023-05-01 |
Rwanda | western + northern provinces | 120 h |
nile_2024_abu_hamad |
Sudan | Abu Hamad (Nile) | 144 h |
tza_2024-04-10 |
Tanzania | Dar es Salaam metro | 168 h |
bdi_2024-04-01 |
Burundi | Bujumbura + central | 504 h |
Method
The RIM2D case NetCDFs (dem.nc, roughness.nc, pervious_surface.nc, and the
per-30-min rain/imerg_t*.nc frames) are converted 1:1 to GeoTIFFs on the same
30 m UTM grid. FastFlood's -rain is an intensity applied as rain Γ dur, so
the IMERG frames are reduced to an event-mean intensity map
(total_mm = Ξ£(rateΒ·0.5), mean = total_mm / duration_h).
Animations drive FastFlood with the cumulative IMERG hyetograph so inundation grows monotonically to the full-event result. Permanent water bodies (lakes, reservoirs, ocean) are masked (Natural Earth lakes + DEM sea) and shown as static dark water, not flood.
FastFlood vs RIM2D β flood-on-land extent
Wet area = depth > 5 cm; permanent water excluded from both models via the same
per-case mask. RIM2D = case_v1_wd_max.nc reference.
| Case | FF max (m) | FF wet % | RIM2D max (m) | RIM2D wet % |
|---|---|---|---|---|
| nairobi | 10.53 | 6.2 | 20.08 | 11.8 |
| ssd | 0.97 | 4.2 | 5.24 | 5.7 |
| dji | 2.38 | 0.6 | 23.41 | 30.9 |
| eth | 2.22 | 1.8 | 21.45 | 3.9 |
| som | 1.43 | 3.1 | 7.57 | 37.0 |
| uga | 1.65 | 4.6 | 9.75 | 11.7 |
| eri | 1.55 | 0.8 | 12.91 | 3.6 |
| rwa | 3.02 | 5.2 | 16.78 | 11.7 |
| nile | 0.28 | 2.0 | 5.44 | 19.2 |
| tza | 2.54 | 4.0 | 11.58 | 32.6 |
| bdi | 2.14 | 1.5 | 16.93 | 27.7 |
FastFlood reproduces the same flood locations but under-predicts RIM2D. For inland cases the FastFlood/RIM2D wet-area ratio is a stable ~0.4β0.7; for coastal / lake cases (dji, som, tza, bdi) RIM2D floods extensive low coastal land that the steady pluvial FastFlood barely wets. This is expected for a fast steady-state approximation vs full 2D hydrodynamics β a screening tool, not a calibrated hazard product.
Reproduce
Pipeline code: https://github.com/nishadhka/DevOps-hazard-modeling/tree/main/fastflood
(rim2d_nc_to_fastflood.py, run_all_cases.sh, make_fastflood_animation.py,
build_water_mask.py, package_fastflood_case.sh).
License
CC BY 4.0. FastFlood is proprietary software of FastHazard (NL); this dataset contains only its inputs/outputs for these cases, not the software.
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