Abstract:
This study examines the flood hazards, exposure, and vulnerability in the River Mayanja
Catchment. Geographic information systems (GIS) analysed hazards, vulnerability, and exposure
data. Hazard factors included terrain from the digital elevation model (DEM), rainfall data, soil
types, and land use. Vulnerability was assessed using socioeconomic indicators, such as per
capita gross domestic product (GDP per capita) and household counts. Exposure factors included
population density, building types, and proximity to infrastructure. The analytical hierarchy
process (AHP) organised and weighted these datasets using pairwise comparisons. A weighted
sum overlay of the hazard, vulnerability, and exposure maps produced a flood risk map. Machine
learning models validated the map, including classification and regression trees (CART),
Random Forests, gradient boosting machines (GBM) and logistic regression, with the ROC AUC
metric confirming model performance.
The annual returns from 1981 to 2022 show significant fluctuations without a clear trend. The
average return is 1,256 mm, with a minimum of 884 mm in 1983 and a maximum of 1,521 mm
in 2019. Peaks over 1,500 mm occurred in 1997, 2019, and 2020, while troughs below 1,020 mm
were noted in 1983 and 2009.
Return levels for 5 to 100-year return periods are modelled using normal, log-normal, Gumbel,
Pearson III and log-Pearson III distributions. The Normal distribution predicts 150 mm at 5 years
and 229 mm at 100 years. The Log-normal distribution estimates 149 mm and 366 mm for the
same periods. The Pearson III distribution shows 148 mm at 5 years and 255 mm at 100 years,
while the Log-Pearson III estimates 151 mm and 245 mm, respectively. The Gumbel distribution
predicts 151 mm at 5 years and 294 mm at 100 years, offering the most conservative estimates
for extreme events. Although rainfall estimates generally rise with longer return periods, model
metrics (AIC, BIC, log-likelihood) indicate slight distribution variations. The Log-Pearson III is
the best fit, with the lowest AIC (211,354) and BIC (211,384), and the highest log-likelihood (105,674).
Gumbel and Pearson III have similar AIC and BIC values, while Normal and LogNormal
are
the worst
fits
with the
highest AIC
and
BIC
and
the lowest
log-likelihood.
Mapping of flooding extent and depth in the catchment area for return periods of 5, 15, 30, 50,
75, and 100 years. Longer return periods (75 to 100 years) are linked to deeper and more
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widespread flooding. Shorter return periods (5 and 15 years) result in limited inundation, while
moderate periods (30 and 50 years) indicate broader areas experiencing increased depths. The
generated maps reveal that certain low-lying areas in Butambala, Luwero, Mityana, Mpigi,
Nakaseke, and Wakiso regularly experience higher inundation making them vulnerable to severe
flooding. Despite shorter return periods leading to minor flooding, they can last longer with
greater depth, necessitating structural flood protection. In contrast, areas affected only by
extreme events require zoning regulations, early warning systems, and disaster preparedness.
Key findings revealed that rainfall (32%), slope (20%), and elevation (15%) are the primary
contributors to flood hazards, with moderate to high hazard zones accounting for 61% of the
catchment. Population density (38%) and household numbers (25%) significantly affect flood
exposure, impacting over 65% of the catchment. GDP per capita (43%) emerged as the primary
vulnerability factor, with 75% of the region classified as moderately to very highly vulnerable.
High and very high-risk areas comprise 60% of the catchment, underscoring the need for
effective flood mitigation strategies. The Random Forest algorithm proved the most effective for
validating the risk map, achieving an AUC of 0.87.
The study findings indicate that climate change influences the risk of flooding in the catchment
area, highlighting the importance of addressing factors that influence economic resilience and
emergency preparedness. Key focus areas include land-use planning, afforestation, improved
drainage systems, and resilient infrastructure. The need for collaboration among policymakers
and local stakeholders is stressed to implement effective flood management practices and
enhance community resilience.