| dc.description.abstract |
It's mandatory to assess the hydraulic performance of water supply distribution systems to
address water distribution issues in an urban water supply system. This can be
accomplished by analyzing the current status of the water distribution system. This study
was aimed to analyze the existing water distribution system in kombolcha town using
WaterGEMS (Geospatial Engineering modeling software) software. WaterGEMS model
was used for automated calibration and analyzing the hydraulic parameters of water
distribution system. To reduce the difference between measured and predicted pressure,
the model was calibrated at the selected nodes within good performance. The result showed
that the water supply coverage was low which covers only 69.4%. besides water demand
and supply of kombolcha town were not balanced. The people used daily water of 50 l/day
with the billed water amount is 67.1% of production and 32.9% water is considered to be
non-revenue (NRW). The simulation result of the existing water distribution system showed
that, during peak hour demand 23.1% of junction have low pressure (<15m H2O) and
during minimum demand hour 67.4% of the junctions have high pressure (>60m H2O).
The hydraulic performance analysis also revealed that 83.5% and 24% of total pipes have
velocity below 0.6m/s at minimum and peak demand respectively. The study concluded that
the hydraulic performance of Kombolcha town water supply distribution system is running
below the expected level. Thus, the high pressures in the distribution should be managed
by using pressure reducing valves and a low pressure and velocity should be improved by
making rehabilitation of existing boreholes, which satisfy the existing peak water demand
in the town.
Keywords: Hydraulic performance, WaterGEMS, Darwin Calibrator, Water loss |
en_US |