Abstract
This research project focused on examining and (rehabilitation)
redesigning water networks in a city using the GIS-EPANET
program in hydraulic network analysis. Due to the availability of
outline data about the study area from the municipality\'s water
distribution system (WDS), this study dealt with four cases.
From a statistical calculation, the last case was best optimized,
which resulted in a high pressure and an acceptable velocity as
a result of high mean pressure (13.58) m, logical mean velocity
(0.43) m/s, and accurate standard deviations of 1.214 and 0.48
for pressure and velocity, respectively. The study found that the
network had a shortfall in pressure, estimated at 40%, due to the
lack of expansion to accommodate the growing population.
However, after conducting the analysis and identifying the
problem, it was found that all regions were receiving adequate
amounts of water. Nevertheless, the water speed in the pipelines
throughout the network was deficient, below the recommended
rate, with a minimum velocity of 0.02 m/s in the pipe (p3) but a
minimum pressure of 7.02 m at the junction (607), indicating
that the network design was ineffective. Comparing the results
obtained with the real-world situation, it was discovered that
the network has many violations and disruptions, causing water
loss and resulting in low pressure reaching the customers. While
the study found that the pressure inside the network was within
acceptable modeling limits of (7–12) m, there was a reduction in
the pressure charge due to the frequent use of water pumps
inside the houses, especially as the circulated area was pumped
further away. The error between the model and the real problem
may be attributed to water leaks and disruptions from trees,
gardens, landscaping, and livestock grazing, as well as the
absence of a counter to calculate the water discharge volume to
consumers.
redesigning water networks in a city using the GIS-EPANET
program in hydraulic network analysis. Due to the availability of
outline data about the study area from the municipality\'s water
distribution system (WDS), this study dealt with four cases.
From a statistical calculation, the last case was best optimized,
which resulted in a high pressure and an acceptable velocity as
a result of high mean pressure (13.58) m, logical mean velocity
(0.43) m/s, and accurate standard deviations of 1.214 and 0.48
for pressure and velocity, respectively. The study found that the
network had a shortfall in pressure, estimated at 40%, due to the
lack of expansion to accommodate the growing population.
However, after conducting the analysis and identifying the
problem, it was found that all regions were receiving adequate
amounts of water. Nevertheless, the water speed in the pipelines
throughout the network was deficient, below the recommended
rate, with a minimum velocity of 0.02 m/s in the pipe (p3) but a
minimum pressure of 7.02 m at the junction (607), indicating
that the network design was ineffective. Comparing the results
obtained with the real-world situation, it was discovered that
the network has many violations and disruptions, causing water
loss and resulting in low pressure reaching the customers. While
the study found that the pressure inside the network was within
acceptable modeling limits of (7–12) m, there was a reduction in
the pressure charge due to the frequent use of water pumps
inside the houses, especially as the circulated area was pumped
further away. The error between the model and the real problem
may be attributed to water leaks and disruptions from trees,
gardens, landscaping, and livestock grazing, as well as the
absence of a counter to calculate the water discharge volume to
consumers.
Keywords
Water distribution network; Pressure in the pipe system; Hydraulic simulation; GIS; EPANET