| 1 | Norske Skog, Trondheim, Norway (1990-1991) | Private industry | Piers and beams in wharf structure | System, including both durAquas, internal anodes, and a bus system for monitoring and adjustment. |
| 2 | Sør-Norge Aluminium, Norway (1990) | Private industry | Piers and beams in wharf structure | Full scale pilot project. |
| 3 | Haugesund Harbour, Haugesund, Norway (1990) | Harbour Authority | Wharf on driven piles | Protection of piles using computer controlled durAqua system. Maximum current: 80 A No. of rectifiers: 4 No. of anodes: 8 No. of reference electrodes: 8 |
| 4 | BHP Plant Whyalla SA Australia (1992) | Private industry | Pumphouse | Protection of walls above the tidal zone in basins |
| 5 | Bontelabo Bergen Norway (1992) | Private industry | Columns and beams in fishing industry | Pilot installation |
| 6 | Northland Port, New Zealand (1993) | The Port Authority | Pile cap beams at wharf | Pilot project involving protection of relatively sound pile cap beams by durAnode 1’s. |
| 7 | Grassy Wharf, Australia (1993) | Private owner | Wharf structure with severe corrosion. | CP-mesh system earlier installed. Additional hot spot protection by durAnode 1’s. |
| 8 | Statoil, Trondheim, Norway (1993-1994) | Statoil | Wharf | Cathodic protection of columns using durAquas. Two stages. Maximum current: 18 / 40 A No. of rectifiers: 1 / 1 No. of adjustable outputs: 2 / 7 No. of reference electrodes: 12 |
| 9 | Statoil, Trondheim, Norway (1995) | Statoil | Wharf | Enlargement of existing system using computer controlled system 1.1.1.1 Maximum current: 40 A No. of rectifiers: 1 No. of anodes: 10 No. of reference electrodes: 5 |
| 10 | Sydney Opera House, Sydney, Australia (1995) | Sydney Authority | Protection of promenade | Computer controlled installation designed for remote operation. Maximum current: 160 A No. of substations: 4 No. of adjustable outputs: 64 No. of durAquas: 32 No. of reference electrodes: 80 |
| 11 | Mosjøen, Norway (1995) | Elkem Aluminium Mosjøen | Reinforced concrete wharf | Computer controlled installation designed for remote operation. Maximum current: 60 A No. of substations: 6 No. of adjustable outputs: 24 No. of durAquas: 24 No. of reference electrodes: 72 |
| 12 | Narvik, Norway (1996) | LKAB, Iron ore mining company | Post tensioned reinforced concrete jetty | Computer controlled installation designed for remote operation with durAnode above water level and a titanium mesh for the loading slab. 1.1.2 Maximum current: 15 A No. of adjustable outputs: 6 No. of durAnode 2: 1,000 No. of reference electrodes: 24 |
| 13 | Mosjøen Harbour, Norway (1996) | Elkem Aluminium, | Reinforced concrete wharf | Extension. Extra power supplies and input modules added to computer controlled system and installation of durAnodes. Additionally, Maximum current: 120 A No. of adjustable outputs: 24 No. of durAnodes: 5,000 No. of reference electrodes: 32 |
| 14 | Southampton Docks England (1996) | British Ports Authority | Reinforced concrete wharf | Trial od durAnode2 system |
| 15 | King George V Dock, London, England (1996) | London Docklands Development Corporation | 7 cast in-situ dock dolphins | Computer controlled installation with submerged anodes for protection of dolphins under water. Maximum current: 430 A No. of substations: 21 No. of adjustable outputs: 168 No. of anodes: 168 2 No. of reference electrodes: 168 |
| 16 | Victoria Pier, Jersey, Channel Islands (1997) | Jersey Public Works Authority | Precast wharf from 1930 | Computer controlled trial Maximum current: 20 A No. of adjustable outputs: 8 No. of reference electrodes: 28 durAnodes, durAquas and other anodes trialled |
| 17 | Bjerkvika, Norrland, Norway (1997) | Norwegian Defence Ministry | Harbour | Computer controlled installation with durAquas and titanium mesh Maximum current: 40 A No. of adjustable outputs: 16 No. of durAqua: 8 Titanium mesh: 700 m2 No. of reference electrodes: 24 |
| 18 | King George V Dock Phase 2 development, London, England (1997) | London Docklands Development Corporation | 7 no. 220m concrete dolphins | Extension of existing computer controlled installation with durAqua anodes. Additionally, Maximum current: 143 A No. of substations: 7 No. of adjustable outputs: 56 No. of anodes: 56 No. of reference electrodes: 64 |
| 19 | Evenes Tangen, Norway (1998) | Norwegian Defence Ministry | Jetty | Computer controlled system with durAnodes and mesh anode. Remote operation Maximum current: 35 A No. of adjustable outputs: 14 No. of durAnodes: 4400 2.1.1 No. of reference electrodes: 36 |
| 20 | Hydro Aluminium Karmøy Norway (1998) | Norsk Hydro | Wharf | First stage. Computer controlled system with durAnode2 and remote operation. Maximum current: 20A No. of sdjustable outputs: 8 No. of durAnode2: 760 No. of reference electrodes: 24 |
| 21 | Pembroke Dock Ferry Pontoon, Wales (1999) | Pembroke County Council | Large reinforced concrete pontoon | Computer controlled system with water anodes below water and conductive mortar above water. Maximum current: 140 A No. of adjustable outputs: 11 No. of substations: 4 Total water anode length: 133 m Conductive mortar: 378 m2 No. of reference electrodes: 9 |
| 22 | Namsen Drivstofflager, Norway (1999) | Norwegian Defence Ministry | Jetty beams and deck | Computer controlled system with durAnodes and mesh anode. Remote operation Maximum current: 40 A No. of adjustable outputs: 16 No. of durAnodes: 4050 2.1.2 No. of reference electrodes: 48 |
| 23 | Odawa Port, Japan (1999) | Port and Harbour Institute | Marine bridge piers | Trial using durAnodes. |
| 24 | Hydro Agri Glomsfjord, Norway (1999) | Norsk Hydro | Harbour structure | Computer controlled system with durAquas and durAnodes. Maximum current: 35 A No. of adjustable outputs: 14 No. of durAquas: 3 No. of durAnodes: approx. 3,000 2.1.3 No. of reference electrodes: 48 |
| 25 | Hydro Aluminium, Karmøy, Norway (1999) | Norsk Hydro | Wharf | Extension of computer controlled system with durAnodes and remote operation. Additionally Maximum current: 120 A No. of adjustable outputs: 48 No. of durAnodes: 12,000 2.1.4 No. of reference electrodes: 144 |
| 26 | Franzefoss Bruk, Ballangen, Norway (1999) | Franzefoss Bruk | Jetty | Computer controlled system with durAnodes Maximum current: 15 A No. of adjustable outputs: 6 No. of durAnodes: 830 2.1.5 No. of reference electrodes: 24 |
| 27 | Hydro Agri Glomfjord Norway | Norsk Hydro | Jetty | phase 2, durAnodes + substations |
| 28 | Akerhus Harbour Norway | Private | Jetty | durAnodes + durAdjust |
| 29 | Fiskepiren Stavanger Norway | Private | Jetty | durAnodes + durAdjust |
| 30 | Ullensvang Fjordhotel Norway | Private hotel | Jetty | durAqua + durAdjust |
| 31 | Hydro Agri Glomfjord Norway | Norsk Hydro | Jetty | phase 3. durAnodes + substations |
| 32 | Videberg Hamn Sweden | Ringhals Nuclear Power Station | Jetty | durAnodes |
| 33 | Kirkenes Havn Norway | Harbour authorities | Jetty | durAnodes +durAdjust |
| 34 | Tromsø havn Norway | Tromsø Havnevesen | Jetty | DurAdjust |
| 35 | LKAB Narvik Norway | LKAB | Jetty, extension | ca. 1000 durAnodes + 4 substations |
| 36 | Lindø Denmark | AP Møller | Jetty | Water anodes and durAdjust with 6 outputs of 6 A |
| 37 | Almvin Kai Norway | Private owner | Jetty | durAdjust with 2 outputs of 6 A |
| 38 | Torrens Island Power Station Australia (1993) | Electricity Trust of South Australia | Large culverts for cooling water and intake structure | Pilot project using durAqua and durAnode1 locally above water level. |
| 39 | Yanbu Refinery Saudi Arabia (1997) | Samref/Mobil Refinery Company | Protecting steel in concrete wharf kerbing on a loading platform | First large scale use (10,000 anodes) of durAnode2 in the Middle East |
| 40 | Vindeby Vindmøllepark Vindeby Denmark (1998) | Southern Zealands Electrical Power Company | Concrete foundations on offshore windmills | Trial installation. Computer controlled system with durAquas and durAnode2 mounted in windmill tower. Remote operation. Maximum current: 10 A No. of adjustable outputs: 4 No. of durAqua: 3 No. of durAnode2: 100 No. of reference electrodes: 8 |
| 41 | Ruwais Culverts Abu Dhabi | Abu Dhabi National Oil Company (ADNOC) | 30km of reinforced concrete culverts for cooling water return | High power computer system for soil anodes Maximum current: 1,000 A No. of adjustable outputs: 5 No. of reference electrodes: 200 |
| 42 | Chugoku Power Station Japan | Tamashima Mizushima Foundation | Marine reinforced concrete platforms for power pylons | 1200 durAnodes2 Maximum current: 15 A No. of adjustable outputs: 6 No. of reference electrodes: 12 |
| 43 | LKAB Karmøy Norway | LKAB | Jetty, extension of exixting system | 1900 durAnodes 1 substation |
| 44 | Skansekaien Norway | Public owned | Jetty | 3425 durAnodes |
| 45 | Chugoku Electric Power Japan | Japan power Company | Marine support piers | 1000 durAnodes + manual power supply |
| 46 | Hydro Agri Glomfjord Norway | Norsk Hydro | Extension of existing system | Electronics |
| 47 | Ormsund Kai Norway | Council owned | Jetty | Electronics |
| 48 | Orkanger Kai Norway | Council owned | Jetty | 1850 durAnodes + durAdjust computer control system |
| 49 | Mo I Rana Norway | Private | Jetty | 5600 durAnodes, 21 durAquas + electronics |
| 50 | Tromsø Havn Norway | Private | Jetty | |
| 51 | Albert Pier Jersey | Jersey Harbour Authority | Jetty | Electronics |
| 52 | Tangier Port Morocco | Bouygues T.P Construction Company | New built caissons | Large scale trial using durAnode3 and durAgel. |
| 53 | Marseille Naval Dock France | Contracting company | Jetty | Monitoring equipment |
| 54 | Chugoku Electrical Power Japan | Japan Power Company | | 4266 nos durAnode2 + manual power supply |
| 55 | Tovik Kai Norway | Private | Jetty | durAdjust computer system |
| 56 | Ilsvika Norway | Public | | 6 durAquas + electronics |
| 57 | Honningsvåg Harbour Norway | Private | Jetty | durAdjust computer system |
| 58 | Oxelösund havn Sweden | Private, SSAB | | |
