Stainless steel or GRP screens, copper alloy antifouling cages and automatic backwash systems can be used in the system
Current direction, bottom profile and sediment movement in the area where water is drawn are examined; accordingly, intake mouth height and hydraulic balance plates are determined
All this data is verified with fluid dynamics analyses and the final design is optimized specifically for field conditions
Special concrete sinking blocks are designed for each pipe segment. The blocks both provide negative buoyancy and guarantee that the line remains stable without being affected by bottom currents
Anchoring calculations made by considering current and wave loads ensure that the line operates safely for many years
Bottom excavation, dredging, filling and ground improvement works are carried out during placement on the seabed
If ground bearing capacity is low, stabilization is done with geotextile covers or gravel fill layers
After the sinking operation is completed, the line is inspected with remotely controlled underwater robots; level, position and connection points are verified
During the installation phase, sea conditions, current direction, wind speed and wave height are continuously monitored
Bottom scanning is performed along the line route, seabed profile is mapped
When necessary, the line bed is prepared with seabed excavation and filling
In soft soils, load distribution is provided using geotextile underlays and gravel cushions
Sinking blocks and anchors are sized specifically for the project; long-term stability of the line is guaranteed
The coastal connection section of the line is usually made as a transition from shore to sea with micro tunnel or protective casing pipe. With this method, both the coastal ecosystem is protected and the line is isolated from wave effects