Abstract:
Traditional industrial parks that are challenged by high individual waste treatment costs
or no treatment at all as way of curbing expenses resulting into release of toxic pollutants that
end up in water bodies and associated negative impacts, pollution associated problems, on-cost
effective infrastructure and other related problems that are an immediate threat to environmental
sustainability such an alarming situation calls for establishing eco-friendly industrial parks as an
ultimate solution to these environmental problems with suitably located environmental
Infrastructure including water treatment plants). weather forecasting stations, storm Water
management systems, growth of fauna etc.,
For the case of Kampala Industrial and Business Park (KIBP), which is challenged with
discharge of poorly treated effluent from polluting industries with in the industrial park and poor
disposal of solid wastes generated resulting into contamination of surface and underground
water resources hence threatening their existence and ability to perform present and future
ecological functions, furthermore the poor design of the industrial park (establishments in flood
zones) has resulted into flooding of industries lying in the flood zones, along River Namanve and
polluting of Lake Victoria, the final recipient point.
To address all the above effective and efficient planning and management of water resources is the ultimate solution and this specifically addresses that by provide optimal management.
Solutions in regards to siting solid waste-management facilities and other developments with
priority given to protection of water resources both surface and underground reserves.
This has been achieved by use of GIS and multicriteria Evaluation to site most suitable
locations of a landfill, many factors have been put into consideration that include distance to
roads, wetlands, industries, railways, power lines and river Namanve, buffer maps have been
developed using standard buffer distances and rasterized layers overlaid using the raster
calculator in the restriction model a suitability model has also been developed taking into
consideration of slope, land use, and Euclidean distance from roads, where layers have been
rasterized and reclassified then later overlaid using weighted overlay tool and Saaty's Analytical
Hierarchy Process(AHP), used for weighting the factors above. The final suitability model which
delineates the most suitable sites for a land developed was a combination of the suitability model
and restriction model were final output layers were both multiplied using the raster calculator to
produce the final suitability map. Flood plain maps have also been delineated basing on the100-.
year floods and prospective flood zones mapped out, this has been achieved using a combination
of different software like HECGeoHMS, HECHMS, ArcGIS, Hegiras and finally
HECRAS.
It has however been found out that about 82% of the entire Industrial park has, been
industrialized given the fact 60% of the park was originally a wetland this possess a great threat
to the vulnerable ground water reserves and surface water bodies since the risk of contamination
is high. Suitable sites located for a landfill could only accommodate a landfill of size less than 10
hectares in a few selected areas of the park beyond that the water resources are at high
contamination risk from the land fill furthermore. Most of the industries located along the River
Namanve are susceptible to flooding since most lie in the flood zones.
After carrying out this research and analysis on KIBP area, I therefore conclude that its
feasible to setup a solid waste management facility on land not. Greater than 12 hectares and all
industries lying in the flood zone should vacate the area and allocated new land. These flood
zones should however be preserved for flood management and monitoring.