Aras Salvage

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»	Jetty Reinforcement in Port of Arzew (Algeria)

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»	Refloatation of Seismic Survey Vessel M/V Pejwak (Azerbaijan)

»	Limbo and Reverse-Limbo of Cargo of M/V Ariadne

»	Arzew Desalination Plant & Power Station Brine Outfall Construction (Algeria)

»	Removal of Fuel Oil & Lubricating Oil from Cargo Vessel M/V Corona Z

»	Cleaning of Oil Pollution Caused by Cargo Vessel M/V MSC Roberta

»	Bou-Haroun Port Dredging Works (Algeria)

»	Recovery of Fuel Oil & Lubricating Oil from M/T Yakıt-1 Tanker

»	Salvage of Cargo Vessel M/V Lujin-1

»	Salvage of Seabus Delphine XXII

»	Refloatation of Büyük Çamlıca

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»	Salvage of Cargo Barge F/B Rosetti Uno

»	Wreck Removal of General Dry Cargo Ship M/V Robel

»	Ege Gas LNG Terminal Sea Water Intake & Discharge Pipelines Construction

»	Salvage of Cargo Vessel M/V Nazım Bayraktar

»	Transfer of Fuel Oil from M/V Pelmariner & Cleaning of Environmental Pollution

»	Prevention & Cleaning of Environmental Pollution Resulted from M/V Martin P

»	Refloatation of M/T Marmara Tanker

»	Environmental Cleaning of Serious Oil Pollution Caused by TPAO Tanker

»	Salvage of M/T Metin KA from Enourmous Explosion on TPAO Tanker

Arzew Desalination Plant & Power Station Brine Outfall Construction (Algeria)

*Name of Project*	Arzew Brine Outfall Construction
*Place of Project*	Arzew / ALGERIA
*Working Dates*	January 2005 – November 2005
*Organizations Involved*	§ Kahrama SpA - Independent Water and Power Producer (Algeria) (Project Owner) § Ishikawajima-Harima Heavy Industries Co. Ltd. (IHI) (Contractor) § Taisei Corporation (Subcontractor) § Alsim Alarko Sanayi Tesisleri ve Ticaret AŞ (Subcontractor)
*Scope of Works*	Following operations were carried out in the plant in Port of Arzew: § .A trench with 330 m length, 5 m width, and 5 m depth was excavated by dipper dredger having powerful hydraulic grab on the seabed containing mostly pressure-resistant sandstones with average uniaxial compressive strength values around 420 kg/cm². § Bedding and leveling works within the trench were performed. § .A special pipe with outer diameter of 330 cm was laid into the trench. § .After connecting water intake head to the outlet of the installed pipe, top of the trench was backfilled by filling materials, leveled and thus, the project was completed successfully. Floating crane Haşmetli and hired dipper dredger Andre-B were used in the operations.