Abstract:
Shortage of water supplies since 2012 and intermittent water supply on the rainy season (due
to siltation) were the major challenges facing Goba town. This study was aimed at evaluating
the performance of water supply distribution system, the existing water supply coverage of
the town and water losses. The data used includes, annual water production and consumption,
surveying data and geometrical properties of pipes from design. For the data analysis,
AWWA water audit and EPANET2.0 software’s were used. Discussions were made with
local experts and communities to support the qualitative analysis. From the result of the
analysis, it was observed that the total water loss in Goba town water supply distribution
system is moderate reaches up to 29.1% of the total system input volume and about 27.3% of
the total system loss is real losses and 0.4% apparent losses. Besides, the average daily per
capita water consumption of the town is 23 liters/person/day which is below the standard. In
this paper the modeling of the system as continuous supply system was made, depending on
the future water consumption and availability of water. The results depict that the existing
system has the ability to serve the present population of the town and also capable of meeting
the future extension water demand of the 2025 year. The output values of velocities are
parallel reasonably to the assumed limits of velocities (0.4 m/s to 1.5 m/s) to avoid stagnation
and water quality problems and also the pressure values are 5% below and 95 % are within
the recommended range of country manual standard. Overall it is within the limits of the
design pressures in the residential areas. In conclusion the performance of the existing
distribution network under current water demand is safe concerned with sources and more
focus should be made around the intake areas to get fully design discharge of 42 l/s and to
protect entry of sediments from the upstream side of the system and further study is
recommended to appropriate improvements.
