AES has been contracted by Sigur Ros – Kalyon Joint Venture and also nominated by the Turkish Water Authority (DSI) to provide the concept development, design, detailed engineering, prototype fabrication, prototype testing, design verification and ABS certification services for the development of the rigid Y-Piece and interconnecting HDPE pipe joint for the Suspended Fresh Water Pipeline Project.

AES’ pipeline global analysis and system review revealed that the pipeline concept presents a number of highly challenging design aspects which require a unique Y-Piece connector and a Steel to HDPE joint interface solution to survive the installation, operational conditions and the harsh environmental conditions of the Mediterranean.


CHALLENGES

 

AES studied the top level design challenges that initiated the concept development for the final design solution.

1.     Highly dynamic pipeline system with large motions.

2.     Large number (268) of pipeline joints

3.     Complex operation with ROV affects confidence in assembled joint as well as impact on hardware, cost, and complexity and fabrication lead time and repair.

4.     Effect of creep on pipe end to flange attachment as creep may affect sealing efficiency over life span.

5.     Effect of pipe elongation due to long term creep on statically induced Bending Moment at Steel to HDPE pipe interface.

6.     Effect of dynamic pipe line behavior on induced Bending Moment close to HDPE pipe flange interface.


OBJECTIVE

 

1.     Simplify joint design while utilizing a robust, industry standard flange connections.

2.     Incorporate a rigid Steel Y-Piece connector in accordance with the rules of ABS Subsea Pipeline Systems.

3.     Incorporate a Steel to HDPE joint design to survive induced moment loads, tension and torsion loads at HDPE pipe end,  

4.     Improve localized creep issue at the Steel to HDPE joint.

5.     Consider bolted Flange design for onshore or on barge installation to provide low cost and known reliability.

6.     Minimize ROV Remote Intervention time.

7.     Minimize number of pipeline joints to reduce risk.

8.     Minimize manufacturing cost utilizing standard sealing and flange arrangements.

9.     Minimize offshore installation time.

10.   Maximize onshore installation time and float assemblies to installation site

11.   Maximize system reliability by overall simplification in design and operations

12.   Reduce risks of operational unknowns by performing post installation study to validate loads and motions.