Riyadh–Qassim · IWTP
Transient analysis, surge equipment design and vent-and-drain calculations across three major water transmission routes.
The challenge
The network combines pumped and gravity transmission from HPT-2 to Ghanman with long pumped routes to Buraydah and Al Quarna. Multiple supply nodes and route lengths require a system-wide understanding of transient behaviour.
Our contribution
Pipelab performs bid-stage transient hydraulic studies and surge equipment design for the 139 km HPT-2–Ghanman route, the 336 km Ghanman–Buraydah route and the 384 km Ghanman–Al Quarna route. Vent and drain calculations cover all pipeline sections.
Engineering outcome
The engineering supports the bid-stage definition of hydraulic protection and operating requirements across a strategic network serving the central region.
Figures describe the project’s design scale, not measured operating results.
Hadda & Arana · TSE Facilities
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