Life-cycle-cost sizing of an OD315 HDPE force main and selection of three 30 L/s stormwater pumps for 90 L/s, with parallel operation checked and the results verified in WANDA.
EPANET extended-period study of an irrigation pump station and HDPE network, confirming the pump selection, pressures and velocities across the full irrigation cycle.
WaterGEMS water age and chlorine study that found a low-demand residual shortfall and restored compliance by keeping a minimum flow, cutting water age from 96 h to 36 h.
Multi-species chlorine dioxide and free chlorine modelling for a 128 MIGD scheme serving 8,011 farms, covering water age, by-products, dosing strategy and hypochlorination sizing.
Steady-state and water quality modelling of a DN400 farm water network in Abu Dhabi. Pressures, valve settings and chlorine residual were verified for 30 additional farms.
Two 905 L/s duty pumps and a 407 m³ active wet well sized for a 1,811 L/s storm peak, then verified with pump vs system curves and an extended-period EPANET simulation.
New stormwater network for a 10.4 ha coastal site with two lifting stations and storage cells. Modelled in InfoWorks ICM, with no flooding under the ADM 1-in-10-year design storm.
