We need a result of hydraulic analysis of water networks in residential complex which consist of 130 villas in addition to STB tank and other commercial buildings
The total distance of the piping is 8 KM approximately, the main distribution line diameter is 160 mm of HDPE material and the branches are 110mm HDPE material. There are buried valves, air release valves, control valves in the network.
The main supply of water is coming through a pip diameter 180mm with pressure of 5 bar (upto 5.5 bar) and the daily consumption of water is between 550 to 620 m/day.
All AutoCAD drawings of network, levels, profile, and detail drawings of chambers are available
To do a hydraulic analysis of the network in waterGEMS/waterCAD