The OSMAA area is approximately 1,000 ha. A detailed design of the water supply and water distribution network was part of the contract scope. A system of tanks was proposed and the network was separated into different zones to give flexibility to the system and achieve better maintenance. Software models were used for the hydraulic design. The steep slopes in the area created severe problems to the pipes during extreme rain events, common in the area. A basic storm water system was designed for the flood protection of the area.
The OSMAA area is approximately 1,000 ha. A detailed design of the water supply and water distribution network was part of the contract scope. A system of tanks was proposed and the network was separated into different zones to give flexibility to the system and achieve better maintenance. The steep slopes in the area created severe problems to the pipes during extreme rain events, common in the area. A basic storm water system was designed for the flood protection of the area.
