50 MLD Municipal Water Distribution Network
City-wide hydraulic model, DMA delineation, 186 km of DI/HDPE mains, 4 ESRs and operational zoning for 24×7 conversion.
Engineering outcomes
- Residual pressure 12–18 m in all DMAs under peak hour
- EPANET/WaterGEMS calibrated model handed to the utility
- NRW baseline established for subsequent leak-detection phases