ASSESSMENT OF STORMWATER DRAINAGE SYSTEM IN HAWELA TULA SUBCITY, HAWASSA CITY
No Thumbnail Available
Date
2023-10-28
Authors
Journal Title
Journal ISSN
Volume Title
Publisher
Hawassa University
Abstract
The major goal of this study was to evaluate Tula Town's current storm water drainage
system and to provide ideas or engineering solutions that would be able to resolve the current
issues. Storm Water Management Model (SWMM), which is a dynamic rainfall runoff
simulation model widely applied for urban drainage, was chosen for assessing the triggering
factors as well. Due to insufficient drainage network infrastructure and a rise in urban
pavement on most urban sub-catchments, this problem developed. The Rainfall depths of
sixteen years (2006-2021) of Tula meteorology station were obtained from National
Metrological Agency. An intensity duration frequency curve for different return periods (2, 5,
10, 25, 50, 100yrs) formulated by Log person type III distribution method was used as an
input for the model due to its slightly better coefficient of determination than other method.
The study made use of the SWMM5.2 model and the low impact development control. The
calibration and validation of the SWMM5.2 model well-done and its performance was tested
by the goodness of fit using the coefficient of determination (R2
) =0.98, the Nash –Sutcliffe
coefficient (NSE) =0.91, and Relative error (RE) =24.13%. The simulated area of the study
subdivide to two outlets of the total area of sub-catchment is 70.55ha joint to drainage system
infrastructure of 37 nodes, 48 channels, by SWMM 5.2 model. According to the model's
results, more than 50% of drainage infrastructure is flooded. At the outfall, total sub catchment runoff has an average flow of 6.0785m3
/s, a maximum flow of 11.39m3
/s, and an
overall volume of 222.228*103
m
3
as predicted by the SWMM5.2 model. The town's ongoing
drainage issue is helped by the varied implementation of low impact development techniques.
In general, the Tula Town urban drainage system evaluation infrastructure overflow studied
and regulated for the problem occurred using the best alternative mitigation measures by
enhanced low impact development management for all study sites
Description
Keywords
Drainage systems, LID, Storm water, SWMM5.2, Tula town.
