|
|
id | harbour | description | country | worktype | length | depth | duration | start | finish | cost(M$) | owner | contractor | consultant | Hydr.Lab | type | Hs | Tz | Tp | front | rear | heigth | width | wall | comments | Lat | Lon | ||||||
304 | Durres | Albania | Rehabilitation | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 41.308 | 19.456 | |||||||
1 | Arzew | North breakwater | Algeria | New construction | 1250 | 25 | 5 | 1972 | 1978 | 1234 | Port of Arzew | Rubble mound | 9.8 | 13 | 14.2 | Tetrapod | ton | 48 | 1:1.33 | rock | ton | 4 | 1:2 | 9 | 0 | 0 | Major failure during severe storm in 1980 | 35.82 | -0.254 | |||
2 | Skikda | Algeria | 0 | 16 | 4 | 0 | 1973 | 0 | Rubble mound | 9 | 13 | 0 | Tetrapod | ton | 43 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 36.889 | 6.92588 | |||||||||
12 | Arzew | North breakwater | Algeria | Rehabilitation | 0 | 0 | 0 | 1986 | 1986 | 0 | Port of Arzew | Boskalis | Nedeco | Rubble mound | 0 | 0 | 0 | Antifer | ton | 65 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 35.82 | -0.254 | ||||
282 | Alger-Agha | Algeria | 0 | 18 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Cubes | ton | 46 | 1:1.25 | ton | 0 | 1:0 | 5.5 | 0 | 0 | 36.769 | 3.071 | ||||||||
283 | Algiers | North breakwater | Algeria | 0 | 33 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Cubes | m3 | 15 | 1:1 | ton | 0 | 1:1 | 5.5 | 0 | 0 | 36.781 | 3.071 | |||||||
351 | Oran | Algeria | 0 | 20 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Cubes | m3 | 20 | 1:1 | Rock | ton | 0 | 1:1.33 | 0 | 0 | 0 | Subject to multiple improvements | 35.713 | -0.641 | ||||||
352 | Philippeville | Algeria | 0 | 15 | 0 | 0 | 1890 | 0 | Rubble mound | 0 | 0 | 0 | Cubes | m3 | 15 | 1:1.5 | Rock | ton | 0 | 1:1.25 | 6 | 15.5 | 0 | Subject to multiple improvements | 36.889 | 6.925 | ||||||
359 | Algiers | Mustapha breakwater | Algeria | 0 | 0 | 0 | 0 | 1923 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Cyclopean block breakwater | 36.766 | 3.071 | |||||||
389 | Arzew | Algeria | 0 | 0 | 0 | 2009 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 6.3 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 35.847 | -0.266 | |||||||
511 | Dande | Dalia UFL spool base jetty | Angola | Reinforcement | 300 | 9 | 0 | 2007 | 0 | 0 | Rubble mound | 7 | 0 | 16 | Accropode II | m3 | 8 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | -8.465 | 13.37 | ||||||
3 | Porto Quequen | West Breakwater | Argentina | Rehabilitaiton and 500 m extension | 11 | 0 | 4 | 0 | 2007 | 0 | Rubble mound | 7.2 | 0 | 15 | Core-Loc | m3 | 11 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | -38.583 | -58.698 | |||||||
326 | Caleta la Mision, Tierra del Fuego | Argentina | 0 | 0 | 0 | 2001 | 2001 | 0 | COWI | Rubble mound | 7.5 | 0 | 0 | Core-Loc | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | -53.702 | -67.812 | |||||||
408 | Rawson | Argentina | 0 | 7 | 0 | 2001 | 2003 | 0 | Rubble mound | 4.7 | 0 | 16 | Accropode | m3 | 3 | 1:1.33 | Accropode | m3 | 0 | 1:0 | 0 | 0 | 0 | -43.342 | -65.05 | |||||||
450 | Comodoro Rivadavia | Argentina | Protection of reclaimed land | 0 | 5 | 0 | 1996 | 1997 | 0 | Revetment | 3.3 | 0 | 9 | Accropode | m3 | 1 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | -45.861 | -67.461 | ||||||
456 | Comodoro Rivadavia | Argentina | Breakwater extension | 350 | 8 | 0 | 1995 | 1996 | 0 | Rubble mound | 6 | 0 | 12 | Accropode | m3 | 9 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | -45.861 | -67.461 | |||||||
4 | Cape Preston | Australia | 1800 | 8 | 0 | 2008 | 0 | 0 | Rubble mound | 5.2 | 0 | 15 | Core-Loc | m3 | 5 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | -20.9 | 116.191 | |||||||||
5 | Coffs Harbour | Australia | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | -30.31 | 153.146 | ||||||||||||
6 | Newcastle | Australia | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | -32.915 | 151.798 | ||||||||||||
200 | Hay Point | Australia | 0 | 9 | 0 | 0 | 0 | 0 | Berm breakwater | 5 | 0 | 7 | Rock | ton | 7 | 1:1.35 | Rock | ton | 2 | 1:2 | 8.4 | 19 | 0 | -21.2912 | 149.3 | |||||||
201 | Townsville | Australia | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | -19.2445 | 146.834 | ||||||||||
346 | Gorgon LNG terminal | Australia | New Construction | 2500 | 0 | 0 | 2010 | 2011 | 0 | Chevron-Shell JV | BAM-Thiess JV | WRL Sydney | Rubble mound | 6 | 0 | 0 | Xbloc | m3 | 6 | 1:1.33 | Xbloc | ton | 0 | 1:1.5 | 0 | 0 | 0 | -20.149 | 117.919 | |||
539 | Onslow | Protection for LNG Material Offloading F | Australia | New construction | 1020 | 8 | 0 | 0 | 0 | 0 | Chevron Australia | BESIX THIESS JV | Lanier Wallingford International | Rubble mound | 4.5 | 0 | 11.6 | Accropode II | m3 | 3 | 1:1.5 | Accropode II | m3 | 3 | 1:1.5 | 9.2 | 7.9 | 0 | -21.6815 | 115.009 | ||
513 | Gun point, Ragged Island | North and South breakwaters | Bahamas | Harbour development | 300 | 0 | 0 | 0 | 0 | 0 | Baird | Rubble mound | 0 | 0 | 0 | Core-Loc | m3 | 2.5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 22.232 | -75.74 | |||||
393 | Muharraq sewage treatment plant | Bahrain | 0 | 10 | 0 | 2009 | 0 | 0 | Revetment | 3.5 | 0 | 7 | Accropode | m3 | 1.5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 26.195 | 50.718 | |||||||
7 | Zeebrugge | New breakwaters | Belgium | 0 | 13 | 0 | 0 | 0 | 0 | TVZ2 | Haecon | 6.2 | 11 | 0 | Antifer | ton | 25 | 1:1.5 | 1 | 1:0 | 0 | 0 | 0 | 51.344 | 3.202 | |||||||
508 | Cotonou | Benin | Groyne protection | 0 | 0 | 0 | 2009 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode II | m3 | 4 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 6.343 | 2.432 | |||||||
8 | Ilheus | Brazil | 0 | 14 | 0 | 0 | 1990 | 0 | Berm breakwater | 3.8 | 0 | 8 | Rock | ton | 4 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | -14.781 | -39.025 | |||||||||
9 | Sergipe | Brazil | 560 | 13 | 0 | 0 | 1994 | 0 | Odebrecht | Berm breakwater | 4 | 0 | 10 | Rock | ton | 4 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | -10.844 | -36.918 | ||||||||
247 | Fortaleza | Pecem | Brazil | New breakwater | 500 | 17 | 0 | 0 | 0 | 0 | INPH | 1.9 | 6 | 0 | Rock | ton | 4 | 1:1.25 | Rock | ton | 0 | 1:1 | 6.5 | 5 | 0 | -3.537 | -38.797 | |||||
341 | Itajai | Brazil | 0 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | -26.914 | -48.636 | |||||||||
347 | Belmonte | Veracel terminal | Brazil | 300 | 0 | 0 | 0 | 0 | 0 | Odebrecht | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | -15.839 | -38.852 | |||||||
514 | Sao Joao da Barra | L-shape breakwater | Brazil | 2000 | 14 | 0 | 2010 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | m3 | 5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | -21.614 | -41.012 | |||||||
407 | Burgas | Bulgaria | 0 | 12 | 0 | 2001 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 42.478 | 27.478 | |||||||
339 | Limbe | Cameroon | 700 | 15 | 0 | 2006 | 2007 | 0 | CNIC | BAM | DMC | Deltares | Rubble mound | 2.8 | 0 | 18 | Rock | ton | 5 | 1:1.5 | Rock | ton | 0 | 1:1.5 | 6.4 | 0 | 0 | 3.999 | 9.202 | |||
10 | Baie Comeau | Canada | 0 | 10 | 0 | 0 | 1976 | 0 | Rubble mound | 0 | 0 | 0 | Dolos | ton | 4 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 49.231 | -68.129 | |||||||||
11 | Cap-aux-Meules | Canada | 0 | 5 | 0 | 0 | 1970 | 0 | Rubble mound | 4.3 | 0 | 14.5 | Dolos | ton | 3 | 1:1.5 | 0 | 1:1.25 | 0 | 0 | 0 | 47.375 | -61.853 | |||||||||
31 | Chandler | Canada | 0 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 4.9 | 0 | 10 | Tetrapod | m3 | 9 | 1:1.25 | m3 | 0 | 1:1.25 | 0 | 0 | 0 | 48.3433 | -64.6585 | ||||||||
32 | French Creek | Canada | 0 | 0 | 0 | 0 | 1978 | 0 | Rubble mound | 3 | 0 | 6.5 | Rock | m3 | 9 | 1:1.5 | m3 | 0 | 1:1.5 | 0 | 0 | 0 | 49.3512 | -124.356 | ||||||||
33 | Grande - Riviere | Canada | 0 | 0 | 0 | 0 | 1974 | 0 | Rubble mound | 4.9 | 0 | 10 | Dolos | t | 7 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | 48.3924 | -64.4971 | |||||||||
34 | Matane | Canada | 1450 | 0 | 0 | 0 | 1966 | 0 | Rubble mound | 4.4 | 0 | 0 | Tetrapod | t | 6 | 1:1.25 | 0 | 1:1.25 | 0 | 0 | 0 | 48.8455 | -67.5791 | |||||||||
35 | Musgrave Harbour | Canada | 0 | 0 | 0 | 0 | 1972 | 0 | Rubble mound | 3 | 6.5 | 0 | Rock | t | 4 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | 49.4548 | -53.9537 | |||||||||
36 | Ogden Point | Canada | 0 | 0 | 0 | 0 | 1920 | 0 | Rubble mound | 3.7 | 0 | 5 | Rock | t | 10 | 1:1.5 | 0 | 1:1 | 0 | 0 | 0 | 48.4138 | -123.393 | |||||||||
37 | Old Pelican | Canada | 0 | 0 | 0 | 0 | 1973 | 0 | Rubble mound | 4 | 0 | 7.5 | Rock | t | 4 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | 48.0883 | -53.0084 | |||||||||
38 | Riviere-aux-renard | Canada | 0 | 0 | 2 | 0 | 1973 | 0 | Rubble mound | 5.5 | 0 | 14 | Dolos | t | 4 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | 48.9991 | -64.385 | |||||||||
367 | Comeau bay | Canada | 0 | 30 | 0 | 0 | 1966 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 26 | 0 | 56 | Perforated wall | 49.253 | -68.132 | ||||||||
383 | Comeau Bay | Canada | 0 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Use of perforated wall caissons | 49.253 | -68.132 | ||||||||
212 | Palmeira | Phase 1 | Cape Verde | Modernization of commercial port | 0 | 8 | 0 | 2009 | 0 | 0 | Haskoning | Rubble mound | 3.3 | 0 | 0 | Accropode | m3 | 2 | 1:2 | ton | 0 | 1:0 | 0 | 0 | 0 | ongoing | 16.7541 | -22.9823 | ||||
39 | Puerto de Arica | Chile | Rehabilitation | 1300 | 12 | 0 | 2005 | 2005 | 0 | Terminal Puerto Arica | Baird | Rubble mound | 5 | 0 | 18 | Core-Loc | m3 | 5 | 1:1.5 | 0 | 1:0 | 6.6 | 5 | 3 | -18.4731 | -70.3257 | ||||||
400 | Loma Larga platform | Chile | Repair of reclamation | 0 | 3 | 0 | 2007 | 2008 | 0 | Revetment | 6.5 | 0 | 14 | Accropode | m3 | 5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | -33.043 | -71.658 | |||||||
423 | Loma Larga platform | Protection of water treatment plant | Chile | Repair of platform | 0 | 7 | 0 | 1999 | 1999 | 0 | Revetment | 5.9 | 0 | 12 | Accropode | m3 | 5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | -33.043 | -71.658 | ||||||
467 | Pamandzi airport, Mayotte | Comoros | Protection of the runway extension | 700 | 8 | 0 | 1993 | 1995 | 0 | Revetment | 4.2 | 0 | 14 | Accropode | m3 | 2.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | -12.812 | 45.285 | |||||||
546 | Le Port Autonome de Pointe-Noire | Congo | Extension | 300 | 12 | 1 | 2011 | 2012 | 0 | Boskalis | DMC | HR Wallingford | Rubble mound | 5.25 | 0 | 13 | Xbloc | m3 | 3 | 1:1.33 | Xbloc | m3 | 3 | 1:1.33 | 5.2 | 10 | 15 | -4.77363 | 11.8239 | |||
300 | Caldera | Costa Rica | modification of initial design | 75 | 0 | 0 | 0 | 0 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 9.913 | -84.721 | ||||||||
208 | Limassol | Cyprus | Port extension | 600 | 23 | 0 | 1993 | 1996 | 79 | Cyprus Ports | Archirodon | Coode & Partners | Rubble mound | 4.1 | 0 | 0 | COB | ton | 22 | 1:1.33 | Rock | ton | 3 | 1:1.75 | 4 | 0 | 0 | total project costs are mentioned | 34.6463 | 33.0218 | ||
40 | Hirtshals | Denmark | 0 | 9 | 3 | 0 | 1973 | 0 | Rubble mound | 3.9 | 8 | 0 | Dolos | t | 8 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | 57.5977 | 9.95885 | |||||||||
319 | Skopun, Faroe Islands | Denmark | 0 | 10 | 0 | 1995 | 0 | 0 | Berm breakwater | 5.8 | 0 | 18 | Rock | ton | 12.5 | 1:1.2 | Rock | ton | 0 | 1:1.5 | 8 | 6 | 0 | 61.912 | -6.873 | |||||||
325 | Tuborg Syd, Hellerup | Denmark | 0 | 0 | 0 | 0 | 0 | 0 | Carlsberg Properties | COWI | Rubble mound | 0 | 0 | 0 | Rock | ton | 0 | 1:0 | Rock | ton | 0 | 1:0 | 0 | 0 | 0 | 55.726 | 12.589 | |||||
386 | Hanstholm | Denmark | 0 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Use of sloping caissons | 57.125 | 8.596 | ||||||||
545 | Hvide Sande Harbour | Denmark | New construction | 700 | 7 | 0 | 0 | 0 | 12 | DHI | Rubble mound | 5 | 0 | 13 | rock | ton | 20 | 1:2 | rock | ton | 10 | 1:1.5 | 4.5 | 4.5 | 0 | 55.9983 | 8.11057 | |||||
41 | Cabo Caucedo | Dominican Republic | 0 | 16 | 0 | 2002 | 2004 | 0 | Bouygues | Rubble mound | 8.5 | 0 | 14 | Accropode | m3 | 16 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 18.4257 | -69.6283 | ||||||||
42 | Damietta Commercial Port | Western and eastern breakwaters | Egypt | 0 | 7 | 0 | 1982 | 1986 | 0 | 6 | 10 | 0 | Accropode | m3 | 9 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 31.4856 | 31.7576 | |||||||||
183 | Idku LNG terminal | Egypt | 900 | 12 | 0 | 2003 | 2004 | 0 | COWI | 6.8 | 0 | 16 | Core-Loc | ton | 11 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 31.3528 | 30.3093 | ||||||||
430 | Alexandria, Cleopatra | Detached submerged breakwater | Egypt | Shore protection | 0 | 6 | 0 | 1998 | 0 | 0 | Rubble mound | 4.1 | 0 | 13 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | Completion is suspended | 31.233 | 29.92 | |||||
293 | Muuga | Estonia | Piled breakwater concept | 0 | 0 | 0 | 2004 | 2005 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 59.493 | 24.971 | ||||||||
43 | Bastia Commercial Harbour | France | Consolidation of main breakwater - 1st s | 0 | 5 | 0 | 1983 | 1985 | 0 | 6 | 11 | 0 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 42.7012 | 9.4565 | |||||||||
44 | Bastia Commercial Harbour | France | Consolidation of main breakwater - 2nd s | 0 | 25 | 0 | 1985 | 1986 | 0 | 6 | 0 | 11 | Accropode | m3 | 6 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 42.7012 | 9.4565 | |||||||||
45 | Bastia , Toga marina | France | Rehabilitation of breakwater | 0 | 15 | 1 | 1998 | 1998 | 0 | Rubble mound | 6.1 | 0 | 11 | Accropode | m3 | 9 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 42.709 | 9.45623 | ||||||||
46 | Calais Commercial Port | Eastern breakwater | France | 1100 | 17 | 0 | 1984 | 1986 | 0 | 6.5 | 0 | 10 | Accropode | m3 | 12 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 50.9716 | 1.84407 | |||||||||
47 | Dunkirk (avant Port Ouest) | France | 0 | 28 | 5 | 0 | 1975 | 0 | Rubble mound | 6.5 | 10 | 0 | Cubes | t | 20 | 1:1.33 | 0 | 1:1.33 | 0 | 0 | 0 | 51.0382 | 2.16726 | |||||||||
48 | Frioul Marina | Main breakwater | France | 0 | 3 | 0 | 1984 | 1984 | 0 | 0 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 43.279 | 5.31183 | |||||||||
49 | Ile Rousse | Main breakwater | France | Consolidation of main breakwater | 0 | 6 | 0 | 1986 | 1988 | 0 | 5.5 | 11 | 11 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 42.6414 | 8.9385 | ||||||||
52 | Le Havre - Antifer | France | 0 | 30 | 3 | 0 | 1974 | 0 | Rubble mound | 7.3 | 9 | 0 | Cubes | t | 24 | 1:1.4 | 0 | 1:1.4 | 0 | 0 | 0 | 49.6517 | 0.148207 | |||||||||
53 | Le Havre - Port 2000 | France | 3700 | 10 | 0 | 2002 | 2005 | 0 | Deme / Vinci JV | Rubble mound | 3.7 | 0 | 8 | Accropode | m3 | 3 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 49.4579 | 0.130584 | ||||||||
54 | Molene Harbour, Brittany | Main breakwater | France | Consolidation of main breakwater | 0 | 1 | 0 | 1985 | 1985 | 0 | 6 | 0 | 19 | Accropode | m3 | 12 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 48.4015 | -4.95696 | ||||||||
55 | Nice | Main breakwater | France | Consolidation of main breakwater | 300 | 8 | 0 | 1989 | 1990 | 0 | 0 | 0 | 0 | Accropode | m3 | 16 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 43.6924 | 7.28548 | ||||||||
57 | Sete | Dellon offshore breakwater | France | Rehabilitation of seaward roundhead | 0 | 14 | 0 | 1992 | 1992 | 0 | Rubble mound | 8.5 | 0 | 11 | Accropode | m3 | 20 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | Previously armoured with tetrapods | 43.3964 | 3.71702 | ||||||
58 | Sete | Epi Dellon | France | 0 | 0 | 0 | 1979 | 1981 | 0 | Rubble mound | 6.2 | 9 | 0 | Tetrapod | 24 | 1:1.33 | 0 | 1:1.33 | 0 | 0 | 0 | 43.4 | 3.73 | |||||||||
59 | Sete | Digue Est | France | 1800 | 0 | 0 | 1980 | 1982 | 0 | 0 | 0 | 0 | Accropode | 10 | 1:1.33 | 0 | 1:1.33 | 0 | 0 | 0 | 43.4 | 3.72831 | ||||||||||
60 | Sete | Eastern breakwater | France | 0 | 9 | 0 | 1981 | 1981 | 0 | 0 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 43.4149 | 3.74571 | |||||||||
61 | Sete - Rhone Sete canal outlet | Eastern breakwater | France | 0 | 5 | 0 | 1986 | 1987 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 43.4233 | 3.75144 | ||||||||
184 | Argeles | France | Renovation of existing breakwater | 0 | 8 | 1 | 1998 | 1999 | 0 | 5.6 | 0 | 12 | Accropode | ton | 6 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.5434 | 3.05439 | ||||||||
185 | Bastia | France | Reinforcement of north jetty breakwater | 0 | 13 | 0 | 1999 | 1999 | 0 | 6.7 | 0 | 12 | Accropode | m3 | 6 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.6942 | 9.45343 | ||||||||
286 | Cherbourg | France | 0 | 10 | 0 | 1781 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Rock | ton | 0 | 1:0 | Rock | ton | 0 | 1:0 | 10.8 | 0 | 0 | Cross-section subject to multiple historical alterations | 49.674 | -1.624 | ||||||
353 | Marseille | Outer breakwater | France | 0 | 0 | 0 | 1845 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Cubes | ton | 33 | 1:2 | ton | 0 | 1:0 | 8.4 | 0 | 0 | 43.302 | 5.36 | |||||||
360 | Marseille | Cyclopean block breakwater | France | 0 | 0 | 0 | 1930 | 1953 | 0 | Composite breakwater | 0 | 0 | 0 | Rock | ton | 0 | 1:1.33 | Rock | ton | 0 | 1:1.33 | 6.5 | 11 | 0 | Subject to multiple improvements | 43.343 | 5.324 | |||||
414 | Frontignan - Sete | Protection of coastal road | France | 0 | 7 | 0 | 2000 | 2001 | 0 | Rubble mound | 5.5 | 0 | 11 | Accropode | m3 | 4 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 43.414 | 3.738 | ||||||
422 | Gruissan | South jetty | France | Reinforcement | 0 | 6 | 0 | 1999 | 1999 | 0 | Rubble mound | 4.9 | 0 | 11 | Accropode | m3 | 4 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 43.094 | 3.113 | |||||
453 | Joinville, Isle of Yeu | France | Breakwater extension | 0 | 8 | 0 | 1995 | 1996 | 0 | Rubble mound | 4.5 | 0 | 14 | Accropode | m3 | 2.5 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 46.726 | -2.345 | ||||||
459 | Palavas-les-Flots marina | France | Breakwater extension | 550 | 5 | 0 | 1994 | 1995 | 0 | Rubble mound | 4.2 | 0 | 12 | Accropode | m3 | 3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 43.524 | 3.934 | |||||||
460 | Bastia commercial port | Saint Nicolas jetty | France | Reconstruction of roundhead | 0 | 13 | 0 | 1994 | 1995 | 0 | Rubble mound | 6.7 | 0 | 12 | Accropode | m3 | 12 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.698 | 9.455 | ||||||
468 | Cap Sicie | France | Protection of reclaimed land | 0 | 5 | 0 | 1993 | 1993 | 0 | Revetment | 6.3 | 0 | 12 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 43.049 | 5.851 | |||||||
470 | Marseille, Pointe rouge | France | Rehabilitation of main breakwater | 600 | 10 | 0 | 1992 | 1993 | 0 | Rubble mound | 5.3 | 0 | 9 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 43.244 | 5.363 | |||||||
475 | Gruissan | France | Rehabilitation of roundhead | 0 | 6 | 0 | 1991 | 1992 | 0 | Rubble mound | 4.9 | 0 | 11 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 43.11 | 3.132 | |||||||
479 | Gravelines | France | Extension of jetties | 600 | 7 | 0 | 1991 | 1992 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 51.01 | 2.097 | |||||||
483 | Toga fill platform | 2nd stage | France | Extension | 0 | 9 | 0 | 1989 | 1990 | 0 | Revetment | 7 | 0 | 13 | Accropode | m3 | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.705 | 9.455 | ||||||
486 | Fortignan fishing harbour | France | 0 | 5 | 2 | 1989 | 1990 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 43.42 | 3.747 | ||||||||
487 | Saint-Denis d Oleron marina | France | 0 | 2 | 0 | 1988 | 1989 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 1.5 | 1:1.75 | ton | 0 | 1:0 | 0 | 0 | 0 | 46.037 | -1.368 | ||||||||
490 | Toga fill platform | 1st stage | France | Extension | 0 | 9 | 0 | 1988 | 1989 | 0 | Revetment | 7 | 0 | 10 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.698 | 9.454 | ||||||
496 | Aude river | Breakwater in the estuary | France | 0 | 4 | 0 | 1987 | 1987 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 2.5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | depth-limited waves | 43.081 | 3.007 | ||||||
497 | Bastia, Toga marina | France | 9 | 0 | 0 | 1987 | 1988 | 0 | Rubble mound | 6.5 | 0 | 12 | Accropode | m3 | 9 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.707 | 9.455 | ||||||||
505 | Toga fill platform | France | 0 | 4 | 0 | 1981 | 1982 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.705 | 9.456 | ||||||||
506 | Cerbere | France | Reconstruction of existing structures | 0 | 0 | 0 | 2010 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode II | m3 | 9 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.441 | 3.167 | |||||||
532 | Fos industrial port | Roundhead of breakwater | France | 0 | 9 | 0 | 2007 | 2007 | 0 | Rubble mound | 4 | 0 | 9.5 | Core-Loc | m3 | 2 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 43.415 | 4.903 | |||||||
540 | Gorey Marina | Pierhead | France | New construction | 260 | 0 | 370 | 1243 | 1640 | 0 | Jersey Harbours | Caisson breakwater | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 9.7 | 10 | 0 | Severely damaged in 1965 | 49.1979 | -2.02123 | |||||||
541 | Gorey Marina | Pierhead | France | Maintenance | 260 | 0 | 2 | 2013 | 2014 | 0 | Jersey Harbours | ARUP Maritime | Caisson breakwater | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 9.7 | 10 | 0 | Maintainance of the pierhead | 49.1979 | -2.02123 | ||||||
558 | St. Catherine, Jersey | Breakwater Roundhead Restoration | France | Maintenance | 650 | 0 | 0 | 0 | 0 | 0 | Jersey Harbours | Rubble mound | 5.1 | 0 | 0 | rock | ton | 30 | 1:2 | rock | ton | 30 | 1:2 | 13.24 | 4.6 | 0 | 49.2235 | -2.01464 | ||||
576 | La Collete | Reclamation Breakwater | France | New construction | 1700 | 0 | 0 | 0 | 1993 | 0 | Jersey Harbours | Coode & Partners | HR Wallingford | Rubble mound | 8 | 0 | 0 | rock | ton | 8 | 1:4 | 0 | 1:1.5 | 14 | 0 | 0 | 49.168 | -2.11143 | ||||
50 | Grande-riviere , Martinique | France overseas | Extension of the fishing harbour | 0 | 5 | 0 | 2007 | 0 | 0 | Rubble mound | 4.7 | 0 | 13 | Accropode | m3 | 5 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | ongoing | 14.8731 | -61.1823 | |||||||
51 | Bellefontaine terminal, Martinique | France overseas | Consolidation of breakwater | 0 | 8 | 0 | 1990 | 1991 | 0 | 0 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 14.672 | -61.164 | |||||||||
56 | Est | France overseas | Protection of the spur at entrance of th | 0 | 17 | 0 | 2006 | 2007 | 0 | Rubble mound | 7.3 | 0 | 14.5 | Accropode | m3 | 12 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | -20.928 | 55.321 | ||||||||
401 | Sainte Suzanne, La Reunion | Anti-flooding scheme | France overseas | 0 | 6 | 1 | 2007 | 2008 | 0 | Rubble mound | 4.4 | 0 | 14 | Accropode | m3 | 3 | 1:1.33 | Accropode | m3 | 0 | 1:1.33 | 0 | 0 | 0 | -20.908 | 55.616 | ||||||
406 | Le Precheur - Martinique | Protection of RD10 coastal road | France overseas | 0 | 2 | 0 | 2002 | 2003 | 0 | Revetment | 4.4 | 0 | 11 | Accropode | m3 | 2.5 | 1:2 | ton | 0 | 1:0 | 0 | 0 | 0 | 14.797 | -61.222 | |||||||
415 | St. Pierre et Miquelon | Protection of Buttereaux coastline | France overseas | 0 | 1 | 0 | 2000 | 0 | 0 | Revetment | 2.4 | 0 | 9 | Accropode | m3 | 2.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 46.981 | -56.347 | |||||||
445 | Gustavia, St. Barthelemy | France overseas | Protection against erosion | 0 | 6 | 0 | 1996 | 1996 | 0 | Revetment | 6 | 0 | 8 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 17.901 | -62.853 | |||||||
466 | Galisbay commercial harbour | France overseas | Roundhead construction | 0 | 5 | 0 | 1993 | 1994 | 0 | Rubble mound | 5.1 | 0 | 13 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 18.083 | -63.085 | |||||||
471 | We, New Caledonia | France overseas | 0 | 12 | 0 | 1992 | 1994 | 0 | Rubble mound | 6 | 0 | 14 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | -20.917 | 167.278 | ||||||||
476 | Tadine, New Caledonia | France overseas | 0 | 10 | 0 | 1992 | 1996 | 0 | Rubble mound | 4 | 0 | 9 | Accropode | m3 | 3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | -21.547 | 167.876 | ||||||||
477 | Martinique | France overseas | Shore protection | 0 | 0 | 0 | 1992 | 1992 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 2.5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Several sites along the island | 14.644 | -60.991 | ||||||
488 | St. Barthelemy | Jeanne d Arc quay | France overseas | 0 | 4 | 0 | 1988 | 1988 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 17.9 | -62.852 | |||||||
492 | Grande-riviere, Martinique | Coastal protection | France overseas | 0 | 0 | 0 | 1988 | 1989 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | depth-limited waves | 14.874 | -61.179 | ||||||
493 | Grande-riviere, Martinique | Shelter for fishing boats | France overseas | 0 | 3 | 0 | 1988 | 1989 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 14.873 | -61.182 | |||||||
498 | Beausejour, Guadeloupe | France overseas | Breakwater extension | 0 | 2 | 0 | 1987 | 1987 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 1.5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | depth-limited waves | 16.295 | -61.085 | ||||||
499 | Marigot, Martinique | Coastal protection | France overseas | 0 | 1 | 0 | 1987 | 1987 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | depth-limited waves | 14.825 | -61.031 | ||||||
502 | St. Pierre, Martinique | France overseas | Protection of coastal road | 0 | 0 | 0 | 1985 | 1986 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 14.751 | -61.18 | |||||||
503 | Grande-riviere fishing harbour, Martiniq | Main breakwater | France overseas | 0 | 3 | 0 | 1985 | 1985 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | depth-limited waves | 14.873 | -61.182 | ||||||
504 | Bellefontaine terminal, Martinique | France overseas | 0 | 8 | 0 | 1981 | 1983 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 4 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | depth-limited waves | 14.672 | -61.164 | |||||||
62 | Poti | Georgia | Rehabilitation of existing breakwater | 1800 | 0 | 0 | 2007 | 2008 | 0 | Poti Seaport | Boskalis | DMC | Deltares-CSIR | Composite breakwater | 5.2 | 0 | 0 | Xbloc | m3 | 2 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | Existing concrete cubes remain in place and are covered with filter layer | 42.155 | 41.653 | |||
155 | Poti | Wave-dissipating blocks | Georgia | New construction | 1800 | 0 | 0 | 0 | 1856 | 0 | Composite breakwater | 0 | 0 | 0 | Cubes | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | This breakwater has been built in 1856 and after that has been renovated numerous times. Historical evolution of the cross-section can be seen in the drawing. Finally it was renovated entirely in 2008 | 42.156 | 41.651 | |||||||
340 | Takoradi | Ghana | Breakwater extension | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 4.883 | -1.736 | |||||||||
301 | Gibraltar Port | Extension of the Southern Mole | Gibraltar | Extension | 800 | 0 | 10 | 1895 | 1905 | 0 | Rubble mound | 0 | 0 | 0 | rock | ton | 0 | 1:1.5 | rock | ton | 0 | 1:0 | 0 | 0 | 0 | 36.1276 | -5.35898 | |||||
550 | Gibraltar Port | Detached Breakwater | Gibraltar | New construction | 800 | 0 | 10 | 1895 | 1905 | 0 | Caisson breakwater | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 8 | 0 | 36.1385 | -5.3655 | |||||||||
551 | Gibraltar Port | North Mole | Gibraltar | New construction | 450 | 0 | 10 | 1895 | 1905 | 0 | Caisson breakwater | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 40 | 0 | 36.1489 | -5.36421 | |||||||||
63 | Patras Port | Greece | 0 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Earthquake damage 1984 | 38.2531 | 21.7324 | ||||||||||
474 | Plimiri, Rhodes | Greece | Extension of main breakwater | 0 | 5 | 0 | 1992 | 1993 | 0 | Rubble mound | 5 | 0 | 10 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.448 | 28.235 | |||||||
239 | Champerico | Fishing harbour | Guatemala | New construction | 500 | 0 | 1 | 2008 | 2008 | 0 | Oret project | Van Oord | Haskoning | Rubble mound | 4 | 0 | 0 | Xbloc | m3 | 4 | 1:1.33 | ton | 0 | 1:1.33 | 0 | 0 | 0 | 14.292 | -91.916 | |||
543 | Kaumalapau Harbor | Hawaii | Maintenance | 95 | 5 | 0 | 0 | 2007 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | ton | 35 | 1:1.5 | Core-Loc | ton | 35 | 1:1.5 | 4.6 | 4.4 | 0 | Maintance of the old breakwater | 20.7859 | -156.992 | |||||
559 | Kaumalapau Harbor | Hawaii | New construction | 95 | 5 | 0 | 0 | 1925 | 0 | Rubble mound | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Original construction made to protect a barge pier, maintaned in 2007 | 20.7859 | -156.992 | |||||||||
434 | River Trade | Terminal 38 | Hong Kong | Protection of reclaimed land | 0 | 20 | 0 | 1997 | 1999 | 0 | Revetment | 4.2 | 0 | 7 | Accropode | m3 | 3 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 22.362 | 113.941 | ||||||
435 | River Trade | Offshore breakwater | Hong Kong | 542 | 20 | 0 | 1997 | 1999 | 0 | Rubble mound | 4.2 | 0 | 7 | Accropode | m3 | 3 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 22.36 | 113.94 | |||||||
64 | Akranes | Iceland | 330 | 12 | 0 | 0 | 1991 | 0 | Berm breakwater | 3.8 | 0 | 19 | Rock | t | 8 | 1:1.5 | 0 | 1:0.75 | 10 | 6 | 0 | 64.3131 | -22.0774 | |||||||||
65 | Bakkafjara | Iceland | 0 | 0 | 0 | 2008 | 0 | 0 | Berm breakwater | 0 | 0 | 0 | Rock | 20 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Not yet built but out for tender | 66.0221 | -14.8256 | |||||||||
66 | Bakkafjordur | Iceland | 0 | 10 | 0 | 1983 | 1984 | 0 | Berm breakwater | 4.8 | 0 | 12 | Rock | ton | 6 | 1:1 | Rock | ton | 6 | 1:1 | 7 | 6 | 0 | 66.0389 | -14.8067 | |||||||
67 | Blonduos | Iceland | 225 | 10 | 0 | 1993 | 1994 | 0 | Berm breakwater | 4.8 | 0 | 12 | Rock | ton | 6 | 1:1.25 | Rock | ton | 6 | 1:1.35 | 7 | 5 | 0 | 65.664 | -20.304 | |||||||
68 | Bolungarvik | Iceland | 300 | 12 | 0 | 0 | 1993 | 0 | Berm breakwater | 6.3 | 0 | 17 | Rock | ton | 10 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 66.1585 | -23.2406 | |||||||||
69 | Dalvik | Iceland | 0 | 10 | 0 | 1994 | 1995 | 0 | Berm breakwater | 2.5 | 0 | 8 | Rock | ton | 4 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 65.9739 | -18.5208 | |||||||||
70 | Djupivogur | Iceland | 0 | 0 | 0 | 0 | 1995 | 0 | Berm breakwater | 3 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 64.6603 | -14.2794 | |||||||||||
71 | Grindavik | Iceland | 2 new breakwaters | 0 | 0 | 0 | 2001 | 2002 | 0 | Berm breakwater | 5.1 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 63.835 | -22.4286 | ||||||||||
72 | Hafnarfjordur | Iceland | 0 | 0 | 0 | 1998 | 1999 | 0 | Berm breakwater | 3 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 64.0697 | -21.9832 | |||||||||||
73 | Helguvik | Iceland | 2 new breakwaters | 0 | 28 | 0 | 0 | 1986 | 1988 | Baird | Berm breakwater | 5.9 | 0 | 10 | Rock | ton | 7 | 1:1.5 | Rock | ton | 1.7 | 1:1.5 | 9 | 6 | 0 | 64.023 | -22.553 | |||||
74 | Helguvik | Iceland | 0 | 0 | 0 | 2008 | 0 | 0 | Berm breakwater | 5 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Not yet built but out for tender | 64 | -22.5 | ||||||||||
75 | Hornafjordur | Iceland | 0 | 0 | 0 | 0 | 1995 | 0 | Berm breakwater | 3.8 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 64.23 | -15.19 | |||||||||||
76 | Husavik | Iceland | 0 | 10 | 0 | 1988 | 1989 | 0 | Berm breakwater | 4 | 0 | 16 | Rock | ton | 5 | 1:1.25 | 0 | 1:0.75 | 6 | 4 | 0 | 66.04 | -17.36 | |||||||||
77 | Husavik | Iceland | 0 | 0 | 0 | 2001 | 2002 | 0 | Berm breakwater | 6.8 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 66.044 | -17.35 | |||||||||||
78 | Keflavik | Iceland | 0 | 20 | 0 | 0 | 1996 | 0 | Berm breakwater | 3.7 | 0 | 10 | Rock | ton | 8 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 63.997 | -22.544 | |||||||||
79 | Olafsvik | Iceland | 0 | 11 | 0 | 0 | 1995 | 0 | Berm breakwater | 4.4 | 0 | 10 | Rock | ton | 8 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 64.901 | -23.703 | |||||||||
80 | Porshofn | Iceland | Extension | 0 | 0 | 0 | 1997 | 1998 | 0 | Berm breakwater | 4.5 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 66.1956 | -15.34 | ||||||||||
81 | Porshofn | Iceland | New breakwater protecting new harbour ba | 0 | 0 | 0 | 2004 | 2005 | 0 | Berm breakwater | 5.5 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 66.194 | -15.34 | ||||||||||
82 | Siglufjordur | Iceland | 0 | 0 | 0 | 0 | 1988 | 0 | Rubble mound | 2.5 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 66.1531 | -18.8969 | |||||||||||
83 | Skagastrond | Iceland | Protection of caisson breakwater | 0 | 8 | 0 | 0 | 1992 | 0 | Berm breakwater | 3.5 | 0 | 15 | Rock | ton | 8 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 65.8247 | -20.3113 | ||||||||
84 | Ennore Coal Port | India | Breakwater protection works | 4000 | 13 | 0 | 1997 | 2000 | 0 | Haskoning | Rubble mound | 6.5 | 0 | 10 | Accropode | m3 | 6 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 13.267 | 80.349 | |||||||
85 | Gangavaram deepwater port | India | 2 new breakwaters | 2600 | 15 | 0 | 2006 | 0 | 0 | Rubble mound | 7.6 | 0 | 10 | Accropode | m3 | 12 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 17.617 | 83.235 | ||||||||
86 | Hazira LNG terminal | India | Construction of two breakwaters | 0 | 13 | 0 | 2002 | 2004 | 0 | Rubble mound | 5.4 | 0 | 9.1 | Accropode | m3 | 6.3 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 21.0878 | 72.6158 | ||||||||
87 | Jaigarh Port | India | Protection of the main breakwater | 520 | 15 | 0 | 2008 | 0 | 0 | Rubble mound | 7.5 | 0 | 11 | Accropode | m3 | 12 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | ongoing | 17.304 | 73.21 | |||||||
186 | Dabhol LNG terminal | Offshore breakwater | India | 1200 | 10 | 2 | 1999 | 2001 | 0 | Besix / Kier JV | 8.3 | 0 | 16 | Accropode | m3 | 12 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | Construction halted | 17.5317 | 73.1273 | ||||||
246 | Tuticorin | East breakwater | India | repairwork | 4000 | 11 | 0 | 0 | 1994 | 0 | Tuticorin Port Trust | Rubble mound | 4 | 10 | 0 | Cubes | ton | 10 | 1:2 | Cubes | ton | 0 | 1:1.5 | 3.65 | 10 | 0 | Concrete cubes only in repaired section; rest of breakwater has 6 tons rock | 8.75 | 78.227 | |||
311 | Karwar Naval Base | India | 5000 | 0 | 0 | 0 | 0 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | Rock | ton | 20 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 14.759 | 74.139 | |||||||
321 | Kalpeni | L-shaped breakwater | India | 155 | 3 | 0 | 0 | 0 | 0 | CWPRS | Rubble mound | 5 | 0 | 0 | Tetrapod | ton | 8 | 1:1.5 | Rock | ton | 0 | 1:1.5 | 8 | 11 | 0 | 10.071 | 73.647 | |||||
322 | Androth | India | 530 | 0 | 0 | 1995 | 0 | 0 | CWPRS | Rubble mound | 5 | 0 | 0 | Tetrapod | ton | 8 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 10.82 | 73.678 | |||||||
362 | Madras | Wave-dissipating blocks | India | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Cubes | ton | 3 | 1:0 | ton | 0 | 1:0 | 4.5 | 0 | 0 | 13.108 | 80.308 | |||||||
364 | Marmagao | Wave-dissipating blocks | India | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Cubes | ton | 20 | 1:0 | ton | 0 | 1:0 | 6.5 | 0 | 0 | 15.416 | 73.791 | |||||||
387 | Kattupalli shipyard | India | 2000 | 0 | 0 | 2010 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 4 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 13.256 | 80.347 | ||||||||
396 | Karaikal | Private industrial harbour | India | 0 | 8 | 0 | 2008 | 0 | 0 | Rubble mound | 4.2 | 0 | 12 | Accropode | m3 | 3 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 10.838 | 79.854 | ||||||
409 | Dahej | Breakwater protecting LNG terminal | India | 0 | 20 | 0 | 2001 | 0 | 0 | Rubble mound | 4.6 | 0 | 16 | Accropode | m3 | 6.3 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 21.684 | 72.522 | ||||||
507 | Kattupalli shipyard | Roundheads of breakwaters | India | 2000 | 0 | 0 | 2010 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode II | m3 | 6 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 13.261 | 80.351 | |||||||
520 | Colachel | Main breakwater | India | 500 | 10 | 0 | 2009 | 0 | 0 | Rubble mound | 6 | 0 | 10 | Core-Loc | m3 | 3.9 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 8.169 | 77.256 | |||||||
521 | Colachel | Lee breakwater | India | 100 | 10 | 0 | 2009 | 0 | 0 | Rubble mound | 6 | 0 | 10 | Core-Loc | m3 | 3.9 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 8.171 | 77.248 | |||||||
530 | Pawas bay export facility | India | 600 | 15 | 0 | 2007 | 0 | 0 | Rubble mound | 6.3 | 0 | 10 | Core-Loc | m3 | 6.2 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 16.8884 | 73.2858 | ||||||||
248 | Petrochemical site, West Java | Shore Protection | Indonesia | New construction | 300 | 0 | 0 | 0 | 2004 | 0 | Revetment | 3.3 | 0 | 0 | Xbloc | m3 | 1 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | -5.88455 | 106.053 | ||||||
88 | Assaluyeh 1 | temporary 2-year shore protection | Iran | 2200 | 14 | 0 | 0 | 0 | 0 | Berm breakwater | 5.2 | 0 | 10 | Rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 28.9462 | 50.8035 | |||||||||
89 | Chabahar | Iran | 0 | 14 | 0 | 0 | 1997 | 0 | Berm breakwater | 6.5 | 12 | 10.9 | Rock | ton | 12 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 25.3011 | 60.6131 | |||||||||
90 | Khark | Iran | 0 | 7 | 0 | 0 | 1997 | 0 | Berm breakwater | 3.4 | 5 | 8 | Rock | ton | 4 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 29.2455 | 50.3428 | |||||||||
91 | Konarak | Iran | 0 | 0 | 0 | 0 | 1998 | 0 | Berm breakwater | 3 | 10 | 12 | Rock | ton | 4 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 25.3549 | 60.4344 | |||||||||
92 | Pasabandar | Iran | 0 | 7 | 0 | 0 | 1997 | 0 | Berm breakwater | 4 | 10 | 10 | Rock | ton | 6 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 25.0697 | 61.4207 | |||||||||
93 | Urmia | lake shore protection | Iran | 0 | 9 | 0 | 0 | 1996 | 0 | Berm breakwater | 2.5 | 6 | 6 | Rock | ton | 1 | 1:2 | 0 | 1:0 | 0 | 0 | 0 | 37.5869 | 45.2834 | ||||||||
213 | Deylam | Iran | 0 | 4 | 0 | 0 | 0 | 0 | Berm breakwater | 2.5 | 6 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 30.0583 | 50.1435 | ||||||||
214 | Genaveh | Iran | 0 | 3 | 0 | 0 | 0 | 0 | Berm breakwater | 2.8 | 6.4 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 29.5582 | 50.5051 | ||||||||
215 | Pars petrochemical complex | Iran | 0 | 28 | 0 | 2002 | 2002 | 0 | National Iranian Petrochemical Company | Fater Kosaran Jonoob | Sazeh Pardaz | Berm breakwater | 5.2 | 10 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 27.528 | 52.555 | |||||
216 | Assaluyeh 2 | permanent shore protection | Iran | 2000 | 13 | 0 | 0 | 0 | 0 | Berm breakwater | 5.2 | 10 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 28.96 | 50.8093 | |||||||
217 | Gavbandi | Iran | 0 | 5 | 0 | 0 | 0 | 0 | Berm breakwater | 3 | 7 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 27.1262 | 52.9985 | ||||||||
218 | Gorzeh | Iran | 0 | 18 | 0 | 0 | 0 | 0 | Berm breakwater | 4.8 | 9 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.7166 | 53.9287 | ||||||||
219 | Kish | Iran | 0 | 18 | 0 | 0 | 0 | 0 | Berm breakwater | 4.5 | 9 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.5692 | 54.006 | ||||||||
220 | Band Kong | Iran | 0 | 3 | 0 | 0 | 0 | 0 | Berm breakwater | 2.5 | 6 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.5928 | 54.9497 | ||||||||
221 | Kuhin | Iran | 0 | 4 | 0 | 0 | 0 | 0 | Berm breakwater | 2.5 | 6 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 0 | 0 | ||||||||
222 | Shenas | Iran | 0 | 9 | 0 | 0 | 0 | 0 | Berm breakwater | 4.6 | 9 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.5077 | 54.805 | ||||||||
223 | Bandar Lengeh | Iran | 0 | 10 | 0 | 0 | 0 | 0 | Berm breakwater | 4.5 | 9 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.5496 | 54.8913 | ||||||||
224 | Abu Musa | Iran | 0 | 12 | 0 | 0 | 0 | 0 | Berm breakwater | 4.8 | 10 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 25.8719 | 55.012 | ||||||||
225 | Basaedu | Iran | 0 | 7 | 0 | 0 | 0 | 0 | Berm breakwater | 2.3 | 5.9 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.6612 | 55.2703 | ||||||||
226 | Suza | Iran | 0 | 5 | 0 | 0 | 0 | 0 | Berm breakwater | 2.2 | 6 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.7929 | 56.0869 | ||||||||
227 | Ramin, Chabahar | Iran | 0 | 6 | 0 | 0 | 0 | 0 | Berm breakwater | 2.5 | 8 | 0 | Rock | ton | 0 | 1:0 | Rock | ton | 0 | 1:0 | 0 | 0 | 0 | 25.2676 | 60.746 | |||||||
228 | Neka 1 | 2 new breakwaters | Iran | Port expansion | 0 | 8 | 0 | 2004 | 2006 | 0 | Haskoning | Berm breakwater | 4.3 | 9 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.847 | 53.2628 | |||||
229 | Neka 2 | Iran | 0 | 7 | 0 | 0 | 0 | 0 | Berm breakwater | 4.3 | 9 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.859 | 53.3725 | ||||||||
230 | Babolsar | Iran | 0 | 6 | 0 | 0 | 0 | 0 | Berm breakwater | 3.7 | 8 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.715 | 52.654 | ||||||||
231 | Parehsar | Iran | 0 | 6 | 0 | 0 | 0 | 0 | Berm breakwater | 2.4 | 6 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.5908 | 49.2067 | ||||||||
295 | Tombak LNG facility | Iran | 0 | 0 | 0 | 2004 | 2004 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 27.732 | 52.159 | |||||||||
306 | Kharg, Gas Gathering and NGL | Iran | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 29.243 | 50.32 | ||||||||
315 | Shahid Rajaee, Bandar Abbas | Iran | 5000 | 0 | 0 | 0 | 0 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 27.134 | 56.207 | |||||||||
395 | Pars petrochemical complex | Iran | Protection of reclaimed land | 0 | 9 | 0 | 2008 | 0 | 0 | Revetment | 3.5 | 0 | 9 | Accropode | m3 | 1.5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 27.523 | 52.561 | ||||||
588 | Abumousa | Persian Gulf | Iran | New Construction | 650 | 12 | 0 | 0 | 0 | 0 | Berm breakwater | 4.8 | 0 | 10 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Good Andesite | 25.8719 | 55.0556 | |||||||
589 | Akhtar seawall | Persian Gulf | Iran | New Construction | 1250 | 0 | 0 | 0 | 0 | 0 | Berm breakwater | 4.8 | 0 | 8 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Good Limestone | 27.6941 | 52.2088 | |||||||
590 | Gawater | Gulf of Oman | Iran | New Construction | 0 | 5 | 0 | 0 | 0 | 0 | Berm breakwater | 3.5 | 0 | 12.35 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Sandstone?Some damage at Bending | 0 | 0 | |||||||
591 | Roudik | Gulf of Oman | Iran | New Construction | 0 | 6 | 0 | 0 | 0 | 0 | Berm breakwater | 3.9 | 0 | 20.7 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Sandstone | 0 | 0 | |||||||
592 | Gurdim | Gulf of Oman | Iran | New Construction | 600 | 7 | 0 | 0 | 0 | 0 | Berm breakwater | 3.3 | 0 | 10 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Sandstone | 25.3585 | 60.1063 | |||||||
593 | Jod | Gulf of Oman | Iran | New Construction | 0 | 5 | 0 | 0 | 0 | 0 | Berm breakwater | 3.1 | 0 | 10.6 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Sandstone Local damage due to Kiyar Hurricae? | 0 | 0 | |||||||
594 | Damigaz | Persian Gulf | Iran | New Construction | 0 | 5 | 0 | 0 | 0 | 0 | Berm breakwater | 2.1 | 0 | 6.7 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 0 | 0 | ||||||||
595 | Gambron | Persian Gulf | Iran | New Construction | 0 | 5 | 0 | 0 | 0 | 0 | Berm breakwater | 2.8 | 0 | 7 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 0 | 0 | ||||||||
596 | Kandal | Persian Gulf | Iran | New Construction | 800 | 5 | 0 | 0 | 0 | 0 | Berm breakwater | 2.7 | 0 | 8.9 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 26.7988 | 57.019 | ||||||||
597 | Kish 2 | Persian Gulf | Iran | New Construction | 600 | 6 | 0 | 0 | 0 | 0 | Berm breakwater | 3.1 | 0 | 9.4 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 26.5766 | 53.9442 | ||||||||
598 | Kolahi | Persian Gulf | Iran | New Construction | 0 | 6 | 0 | 0 | 0 | 0 | Berm breakwater | 2.4 | 0 | 8.1 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 0 | 0 | ||||||||
599 | Mulo | Persian Gulf | Iran | New Construction | 0 | 5 | 0 | 0 | 0 | 0 | Berm breakwater | 3 | 0 | 9 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 0 | 0 | ||||||||
600 | Farasakoo | Persian Gulf | Iran | New Construction | 0 | 20 | 0 | 0 | 0 | 0 | Berm breakwater | 5 | 0 | 9 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Good Limestone | 0 | 0 | |||||||
601 | Nakhle Taghi | Persian Gulf | Iran | New Construction | 1300 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Good Limestone | 27.4861 | 52.5818 | ||||||||
602 | Tonbak Port | Persian Gulf | Iran | New Construction | 300 | 32 | 0 | 0 | 0 | 0 | 4.8 | 0 | 9.5 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Good Limestone | 27.7206 | 52.1769 | ||||||||
603 | New Suza | Persian Gulf | Iran | New Construction | 650 | 6 | 0 | 0 | 0 | 0 | 3 | 0 | 7.6 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | sandstone | 26.7803 | 56.0815 | ||||||||
604 | Birdaf | Gulf of Oman | Iran | New Construction | 600 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | sandstone | 25.3993 | 59.8169 | ||||||||
605 | Biahi | Gulf of Oman | Iran | New Construction | 650 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | sandstone | 25.4474 | 58.9673 | ||||||||
606 | Karati | Gulf of Oman | Iran | New Construction | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | sandstone? | 27.1273 | 52.9875 | ||||||||
607 | Parsian | Persian Gulf | Iran | New Construction | 800 | 12 | 0 | 0 | 0 | 0 | 5.2 | 0 | 9 | rock | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 0 | 0 | |||||||||
24 | Tory Island | Supply harbour | Ireland | rehabilitation of main breakwater | 100 | 0 | 2 | 1999 | 2001 | 0 | Department of Communications, Marine & N | Carillion Irishenco Ltd | Kirk McKlure Morton | Civil Engineering, Queen's University | Rubble mound | 5.8 | 0 | 18 | Core-Loc | m3 | 5 | 1:1.5 | 0 | 1:0 | 8 | 4.54 | 0 | 55.262 | -8.22 | |||
233 | Port Oriel | small (fishing) harbour | Ireland | 210 | 8 | 0 | 2005 | 2006 | 0 | Lagan Construction | RPS | Rubble mound | 5.7 | 0 | 10.7 | Xbloc | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 7.3 | 0 | 0 | technical assistance provided by DMC | 53.798 | -6.221 | ||||
235 | Calladh Mor | Ferry harbour | Ireland | rehabilitation | 200 | 0 | 1 | 2007 | 2008 | 0 | County Galway | SIAC | RPS | Rubble mound | 4.5 | 0 | 0 | Xbloc | m3 | 4 | 1:1.5 | Xbloc | m3 | 4 | 1:1.5 | 0 | 0 | 0 | 53.08 | -9.5711 | ||
17 | Cagliari Industrial Port | Southern breakwater | Italy | New breakwater | 2120 | 0 | 0 | 1975 | 1981 | 0 | Condotte | Bonifica Roma | Rubble mound | 0 | 0 | 0 | Tetrapod | ton | 16 | 1:1.5 | Rock | ton | 0 | 1:1.5 | 7 | 0 | 0 | 39.2 | 9.1 | |||
18 | Cagliari Commerical port | East breakwater | Italy | New breakwater | 630 | 0 | 0 | 1978 | 0 | 0 | SIDER spa | Geni civile opere marittime di Cagliari | Rubble mound | 0 | 0 | 0 | Dolos | ton | 10 | 1:1.5 | Rock | 0 | 1:1 | 5 | 0 | 0 | 39.2 | 9.1 | ||||
94 | Bari | Italy | 2670 | 16 | 0 | 1976 | 1980 | 0 | 5 | 8.5 | 0 | Tetrapod | t | 30 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 41.1429 | 16.8586 | ||||||||||
95 | Civitavecchia | Italy | 0 | 30 | 0 | 0 | 1980 | 0 | 8 | 11 | 0 | Tetrapod | t | 25 | 1:2 | 0 | 1:0 | 0 | 0 | 0 | 42.0968 | 11.7785 | ||||||||||
96 | Genoa | Italy | 3330 | 0 | 0 | 0 | 0 | 0 | 7 | 10 | 0 | Cubes | t | 40 | 1:3 | 0 | 1:0 | 0 | 0 | 0 | 44.3983 | 8.90548 | ||||||||||
97 | Gioia Tauro | Italy | 0 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 38.4435 | 15.8933 | |||||||||||
98 | Gioia Tauro | Italy | 630 | 0 | 0 | 1978 | 1980 | 0 | 7.5 | 12 | 0 | Dolos | ton | 15 | 1:2 | ton | 0 | 1:0 | 0 | 0 | 0 | 38.4446 | 15.8972 | |||||||||
99 | Ortona | Italy | Extension of Northern Breakwater | 820 | 10 | 0 | 2005 | 0 | 0 | Rubble mound | 5 | 0 | 10 | Accropode | m3 | 6 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | completed | 42.3549 | 14.4176 | |||||||
100 | Palermo | Italy | 760 | 35 | 0 | 0 | 0 | 0 | 5 | 8 | 0 | Cubes | ton | 40 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | 38.1279 | 13.3755 | ||||||||||
101 | Venice - Chioggia inlet | detached breakwater | Italy | 525 | 12 | 1 | 2003 | 2004 | 0 | Rubble mound | 4.9 | 0 | 8 | Accropode | m3 | 6 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 45.2277 | 12.3209 | ||||||||
187 | Venice - Malamocco inlet | Italy | 1280 | 12 | 0 | 2003 | 2006 | 0 | 4.9 | 0 | 8 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 45.3329 | 12.3342 | |||||||||
202 | Brindisi | Italy | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 40.6631 | 17.9789 | ||||||||||
285 | Catania | Italy | Reinforcement | 0 | 19 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Cubes | ton | 60 | 1:1.5 | Rock | ton | 0 | 1:0 | 8.5 | 0 | 0 | 1. Subject to multiple improvements, 2. Values refer to the final design | 37.492 | 15.1 | |||||
335 | Genova Cornigliano | Italy | 0 | 18 | 5 | 1961 | 1966 | 0 | Genova Port Authority | GLF | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 44.409 | 8.838 | |||||||
355 | Galliera Genoa | Italy | 0 | 23 | 0 | 0 | 1890 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 0 | 1:2 | Rock | ton | 0 | 1:1.5 | 8.5 | 0 | 0 | 1. Step-type front armour layer, 2. Completion date approximate | 44.412 | 8.792 | |||||||
356 | St. Vincenzo Naples | Italy | 0 | 35 | 0 | 0 | 1890 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | Rock | ton | 0 | 1:1 | 8.5 | 0 | 0 | 1. Step-type front armour layer, 2. Completion date approximate | 40.833 | 14.263 | |||||||
357 | Naples | detached breakwater | Italy | 0 | 31 | 0 | 0 | 1890 | 0 | Composite breakwater | 0 | 0 | 0 | Rock | ton | 0 | 1:1 | Rock | ton | 0 | 1:1.5 | 6 | 0 | 13.5 | Completion year approximate | 40.833 | 14.288 | |||||
358 | Granili Naples | Italy | 0 | 20 | 0 | 0 | 1890 | 0 | Composite breakwater | 0 | 0 | 0 | Rock | ton | 0 | 1:1.5 | Rock | ton | 0 | 1:1 | 7 | 0 | 15.5 | Completion year approximate | 40.839 | 14.278 | ||||||
385 | Naples | Italy | 0 | 0 | 0 | 0 | 1906 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Use of sloping caissons | 40.833 | 14.266 | ||||||||
397 | Ortona | Italy | Port extension (phase 2) | 500 | 13 | 0 | 2007 | 0 | 0 | Rubble mound | 7 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.35 | 14.41 | ||||||||
398 | Ortona | Extension of main breakwater | Italy | Port extension (phase 2) | 500 | 13 | 0 | 2007 | 0 | 0 | Rubble mound | 7 | 0 | 11 | Accropode | m3 | 12 | 1:0 | Accropode | m3 | 0 | 1:0 | 0 | 0 | 0 | in progress | 42.351 | 14.415 | ||||
402 | Oneglia commercial port | Main and lee breakwater | Italy | Armour protection | 0 | 10 | 0 | 2005 | 0 | 0 | Rubble mound | 4.8 | 0 | 12.3 | Accropode | m3 | 4 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | completed | 43.885 | 8.042 | |||||
461 | Ciro Marina | Italy | 0 | 12 | 0 | 1994 | 1996 | 0 | Rubble mound | 6.6 | 0 | 12.5 | Accropode | m3 | 12 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 39.369 | 17.135 | ||||||||
510 | Ospedaletti marina | Italy | 1200 | 0 | 0 | 2008 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode II | m3 | 8 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 43.799 | 7.716 | ||||||||
512 | Aspra | Short detatched breakwaters | Italy | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | Accropode II | m3 | 4 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Ecopode units are also used | 38.106 | 13.498 | |||||||
547 | Port of Gela | Italy | New construction | 500 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | ton | 12 | 1:1.33 | 0 | 1:0 | 4.7 | 5 | 7 | 37.0644 | 14.2299 | ||||||||
548 | Port of Sant Erasmo | Italy | New construction | 90 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Rock | ton | 7 | 1:3 | 0 | 1:0 | 3.7 | 27.3 | 1.8 | 38.1134 | 13.3789 | ||||||||
555 | Rodi Garganico | Marina | Italy | New construction | 700 | 0 | 2 | 2007 | 2009 | 250 | MODIMAR | Rubble mound | 6.3 | 0 | 0 | rock | ton | 5 | 1:2 | rock | ton | 2 | 1:1.33 | 3.5 | 8.6 | 0 | 41.9332 | 15.8872 | ||||
188 | Abidjan | Ivory Coast | 0 | 20 | 0 | 1996 | 1996 | 0 | 5 | 0 | 14 | Accropode | m3 | 6 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 5.25044 | -4.0115 | |||||||||
294 | San Pedro | Ivory Coast | Rehabilitation of existing breakwaters | 0 | 0 | 0 | 2004 | 2005 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | proposed | 4.738 | -6.613 | |||||||
102 | Ambo | Japan | 1500 | 0 | 0 | 1978 | 0 | 0 | 7 | 11 | 0 | Tetrapod | ton | 50 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 30.3172 | 130.667 | ||||||||||
103 | Nobeoka - Shin | Japan | 528 | 0 | 0 | 1977 | 0 | 0 | 8 | 14 | 0 | Tetrapod | ton | 50 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 32.5263 | 131.696 | ||||||||||
104 | Taganoura | Japan | 970 | 0 | 0 | 1972 | 1980 | 0 | 13.5 | 17 | 0 | Tetrapod | ton | 50 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 32.998 | 133.007 | ||||||||||
105 | Tomakomai East Port | Japan | 0 | 0 | 0 | 0 | 0 | 0 | 7.2 | 13 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 42.6199 | 141.625 | ||||||||||||
106 | Omoto North | Japan | 50 | 17 | 0 | 1980 | 0 | 0 | 6.5 | 12 | 0 | Tetrapod | ton | 32 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Severe | 39.8473 | 141.979 | |||||||||
107 | Himetsu North | Japan | 30 | 0 | 0 | 1980 | 1981 | 0 | 8.6 | 12 | 0 | ton | 40 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 38.0833 | 138.239 | |||||||||||
108 | Yura 2nd West | Japan | 50 | 11 | 0 | 1980 | 0 | 0 | 6.8 | 14 | 0 | Tetrapod | ton | 32 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 25% damage | 33.9592 | 135.112 | |||||||||
109 | Ikumi Yokoshima | Japan | 15 | 0 | 0 | 1979 | 1980 | 0 | 6.4 | 13 | 0 | Tetrapod | ton | 32 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 33.5215 | 134.283 | ||||||||||
110 | Noroshi | Japan | 11 | 11 | 0 | 1980 | 0 | 0 | 8.3 | 11 | 0 | Tetrapod | ton | 50 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 37.5246 | 137.33 | ||||||||||
111 | Mitsu 4th Oki | Japan | 112 | 0 | 0 | 1974 | 0 | 0 | 7.3 | 13 | 0 | Tetrapod | ton | 32 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 33.8451 | 132.689 | ||||||||||
112 | Miyanoura East | Japan | 30 | 0 | 0 | 1980 | 1981 | 0 | 7.8 | 16 | 0 | Tetrapod | ton | 50 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 34.4548 | 133.971 | ||||||||||
113 | Niigata West Port 2nd | Japan | 532 | 0 | 0 | 1978 | 1980 | 0 | 7 | 13 | 0 | Tetrapod | ton | 40 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Severe | 37.871 | 138.922 | |||||||||
114 | Fukui South (G-J) | Japan | 582 | 0 | 0 | 1974 | 1979 | 0 | 7.5 | 13 | 0 | Tetrapod | ton | 50 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 36.1976 | 136.111 | ||||||||||
115 | Akita South | Japan | 500 | 0 | 0 | 1967 | 1980 | 0 | 7 | 12 | 0 | Tetrapod | ton | 40 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 39.7673 | 140.022 | ||||||||||
280 | Akasaki | Secondary breakwater | Japan | 0 | 5 | 0 | 0 | 0 | 0 | Caisson breakwater | 1.8 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 2.6 | 4.3 | 6.6 | 35.5118 | 133.66 | ||||||||
288 | Sakata | North breakwater | Japan | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 38.946 | 139.81 | |||||||||
366 | Otaru | North breakwater | Japan | 0 | 0 | 0 | 0 | 1897 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 0 | 1:4 | ton | 0 | 1:1.5 | 0 | 7.3 | 0 | Composite breakwater with block masonry | 43.204 | 141.02 | |||||||
368 | Takamatsu | Japan | 0 | 9 | 0 | 0 | 1970 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 4.5 | 9.9 | 0 | Perforated wall | 34.3604 | 134.054 | ||||||||
369 | Yobuko | Japan | 0 | 15 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 4.3 | 10.5 | 0 | Perforated wall | 33.544 | 129.891 | ||||||||
370 | Funakawa | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Perforated wall | 39.888 | 139.861 | ||||||||
371 | Kamaishi Bay | Japan | 0 | 63 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 6 | 19 | 0 | 39.258 | 141.93 | |||||||||
372 | Shibayama | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 8.5 | 32 | 0 | 35.656 | 134.664 | |||||||||
373 | Nagashima | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 32.199 | 130.154 | |||||||||
374 | Naha | Japan | 0 | 25 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Core-Loc | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Sloping wall breakwater | 26.232 | 127.658 | |||||||
375 | Onahama | Offshore breakwater | Japan | 0 | 25 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Use of trapezoidal caissons | 36.911 | 140.895 | |||||||
376 | Miyazaki | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Use of semi-circular caissons | 31.9158 | 131.482 | ||||||||
377 | Sakata | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Use of wave power extracting caissons | 38.946 | 139.802 | ||||||||
378 | Wakayama | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Tetrapod | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 34.215 | 135.132 | ||||||||
379 | Wakayama marina | Promenade breakwater | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 34.156 | 135.174 | ||||||||
380 | Hitachinaka | Offshore breakwater | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.4236 | 140.636 | ||||||||
381 | Noshiro | Japan | 0 | 16 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 6.1 | 21.5 | 12.5 | 40.208 | 139.983 | |||||||||
382 | Akasaki | Offshore breakwater | Japan | 0 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 35.511 | 133.659 | ||||||||
384 | Niigata | Japan | 0 | 24 | 0 | 0 | 0 | 0 | Caisson breakwater | 8 | 14 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 8 | 23 | 22.5 | Use of sloping caissons | 37.959 | 139.069 | ||||||||
417 | Higashi Dori power station | Stage II | Japan | 0 | 12 | 0 | 2000 | 2000 | 0 | 7.9 | 0 | 16 | Accropode | m3 | 18 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 41.1881 | 141.39 | ||||||||
418 | Ohma nuclear power station | Japan | 0 | 9 | 0 | 2000 | 2000 | 0 | Revetment | 6.2 | 0 | 14 | Accropode | m3 | 16 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 41.509 | 140.905 | ||||||||
426 | Okinawa | Kim power plant | Japan | Protection of reclaimed land | 0 | 6 | 0 | 1998 | 1999 | 0 | Revetment | 4 | 0 | 9 | Accropode | m3 | 2.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.221 | 127.661 | ||||||
432 | Hitachinaka power station | Phase 2 | Japan | Protection of reclaimed land | 0 | 15 | 0 | 1997 | 1998 | 0 | Revetment | 6.8 | 0 | 16 | Accropode | m3 | 12 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.436 | 140.622 | ||||||
433 | Haramachi | External protection of reflecting wall | Japan | 0 | 13 | 0 | 1997 | 1998 | 0 | Revetment | 7 | 0 | 16 | Accropode | m3 | 9 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.667 | 141.025 | |||||||
437 | Hibiki Nada | Phase 2 | Japan | Protection of reclaimed land | 0 | 13 | 0 | 1997 | 1999 | 0 | Revetment | 4.9 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 33.936 | 130.766 | ||||||
438 | Isogo power station | Japan | Protection of a roundhead structure | 0 | 11 | 0 | 1997 | 1997 | 0 | 3.8 | 0 | 0 | Accropode | m3 | 2 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 35.406 | 139.648 | ||||||||
439 | Higashi Dori | Japan | 0 | 12 | 0 | 1997 | 1998 | 0 | Rubble mound | 7.9 | 0 | 16 | Accropode | m3 | 20 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 41.109 | 141.412 | ||||||||
444 | Hibiki Nada | Japan | Protection of reclaimed land | 0 | 13 | 0 | 1996 | 1997 | 0 | Revetment | 4.9 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 33.934 | 130.749 | |||||||
463 | Nakaminato power plant | Japan | 0 | 15 | 0 | 1993 | 1996 | 0 | Revetment | 6.8 | 0 | 16 | Accropode | m3 | 12 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.341 | 140.605 | ||||||||
480 | Haramachi industrial port | Japan | Protection of thermal power plant | 5500 | 10 | 0 | 1990 | 1996 | 0 | Rubble mound | 7 | 0 | 16 | Accropode | m3 | 12 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.668 | 141.028 | |||||||
205 | Kashagan East Field | ice protection breakwater | Kazakhstan | 0 | 0 | 0 | 2003 | 2004 | 60 | Agip KCO | Archirodon | Agip KCO | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Total project costa are mentioned | 46.3814 | 51.7908 | ||||
307 | Az Zour North Powerplant | twin breakwaters | Kuwait | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 29.197 | 48.178 | ||||||||
404 | Fitnas | Main breakwater | Kuwait | 520 | 5 | 0 | 2004 | 2007 | 0 | Rubble mound | 4.4 | 0 | 10.8 | Accropode | m3 | 3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 29.166 | 48.129 | |||||||
554 | Al Khiran | Breakwater | Kuwait | New construction | 1200 | 0 | 0 | 0 | 0 | 0 | Buro Happold | HR Wallingford | Revetment | 4 | 0 | 12 | Seabees | mm | 700 | 1:2 | Seabees | mm | 700 | 1:2 | 4.5 | 0 | 0 | 28.6886 | 48.3888 | |||
116 | Beirut | Main breakwater | Lebanon | Extension | 280 | 21 | 0 | 1997 | 1999 | 0 | 8.2 | 0 | 14 | Accropode | m3 | 18 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 33.9088 | 35.5227 | ||||||||
189 | Beirut - Movenpick hotel marina | Lebanon | 0 | 0 | 0 | 2001 | 2001 | 0 | 0 | 0 | 0 | Accropode | m3 | 18 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 33.8835 | 35.4722 | |||||||||
190 | Beirut - Central district marina | Lebanon | 450 | 20 | 0 | 1998 | 2000 | 0 | 8.4 | 0 | 14 | Accropode | m3 | 16 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 33.9045 | 35.4968 | |||||||||
191 | Portemilio marina | Main breakwater | Lebanon | 0 | 11 | 3 | 1987 | 1990 | 0 | 7 | 0 | 14 | Accropode | m3 | 16 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 33.9869 | 35.6194 | ||||||||
482 | Beirut north shore | Lebanon | 0 | 11 | 3 | 1989 | 1992 | 0 | Revetment | 0 | 0 | 0 | Accropode | m3 | 18 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 33.919 | 35.579 | |||||||||
501 | Beirut | Main breakwater | Lebanon | Extension | 0 | 9 | 0 | 1986 | 1990 | 0 | Rubble mound | 7.8 | 0 | 14 | Accropode | m3 | 18 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 33.908 | 35.523 | ||||||
117 | Benghazi | Libya | 3000 | 12 | 0 | 1961 | 1965 | 0 | 7.2 | 10 | 0 | Stabit | ton | 29 | 1:2 | ton | 0 | 1:1.33 | 0 | 0 | 0 | 32.1131 | 20.0409 | |||||||||
118 | Garabulli fishing harbour | Main breakwater and roundhead of seconda | Libya | 500 | 7 | 0 | 2007 | 0 | 0 | Rubble mound | 5.5 | 15 | 0 | Accropode | m3 | 6 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | ongoing | 32.796 | 13.7466 | ||||||
119 | Tripoli | Phase 2 | Libya | Reinforcement | 0 | 8 | 0 | 2007 | 0 | 218 | Libyan Maritime and Ports Authority | Archirodon | Nedeco | Rubble mound | 5 | 0 | 11 | Accropode | m3 | 6.3 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | in progress; total project costs are mentioned | 32.9123 | 13.2005 | |||
211 | Al Marsa | Libya | 1700 | 5 | 0 | 2009 | 0 | 0 | Rubble mound | 3.5 | 0 | 13 | Accropode | m3 | 2 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | ongoing | 30.4183 | 19.5927 | |||||||
245 | Tripoli | Coastal protection | Libya | 0 | 8 | 0 | 2008 | 0 | 0 | Rubble mound | 5 | 0 | 11 | Accropode | ton | 4 | 1:1.33 | m3 | 0 | 1:0 | 0 | 0 | 0 | 32.908 | 13.2008 | |||||||
289 | Ras Lanuf | Libya | Rehabilitation | 0 | 0 | 0 | 2006 | 0 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | Tetrapod | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 30.501 | 18.589 | ||||||
388 | Tripoli | Main breakwater | Libya | Breakwater reconstruction | 3600 | 0 | 0 | 2009 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 9 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 32.914 | 13.21 | ||||||
425 | Surt | Main and secondary breakwater | Libya | 0 | 10 | 0 | 1998 | 2005 | 0 | Rubble mound | 6.7 | 0 | 14 | Accropode | m3 | 12 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 31.213 | 16.632 | |||||||
120 | Klaipeda | Lithuania | Rehabilitation and extension | 0 | 0 | 0 | 2001 | 2002 | 0 | Aarsleff | Rubble mound | 0 | 0 | 0 | Rock | ton | 13 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 55.7293 | 21.0825 | |||||||
472 | Macau airport | Macau | Protection of reclaimed platform | 8000 | 5 | 0 | 1992 | 1995 | 0 | Revetment | 5.7 | 0 | 14 | Accropode | m3 | 6.3 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 22.148 | 113.595 | |||||||
484 | Ka Ho | Macau | Protection of reclaimed land | 0 | 7 | 1 | 1989 | 1990 | 0 | Revetment | 5.5 | 0 | 0 | Accropode | m3 | 0 | 1:0 | ton | 0 | 1:1.33 | 0 | 0 | 0 | 22.133 | 113.59 | |||||||
121 | Ehoala, Fort Dauphin | Madagascar | 600 | 15 | 3 | 2006 | 2009 | 145 | Daiho | Baird | HR Wallingford - CHC | Berm breakwater | 8 | 0 | 16 | Core-Loc | m3 | 16 | 1:1.5 | 0 | 1:1.33 | 22.5 | 11.5 | 0 | Total project costs are mentioned | -25.0671 | 46.9661 | |||||
436 | Dungun coast | Groynes assisting in beach nourishment | Malaysia | 0 | 5 | 0 | 1997 | 1999 | 0 | Rubble mound | 4 | 0 | 12 | Accropode | m3 | 2 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 4.766 | 103.422 | |||||||
446 | Chendering fishing harbour | Malaysia | Protection of reclaimed land | 0 | 4 | 0 | 1996 | 1997 | 0 | Revetment | 3.6 | 0 | 10 | Accropode | m3 | 1 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 5.273 | 103.184 | |||||||
451 | Kuala Besut | Malaysia | 0 | 5 | 0 | 1996 | 1998 | 0 | Rubble mound | 6.5 | 0 | 12 | Accropode | m3 | 4 | 1:0 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 5.835 | 102.56 | |||||||
122 | Cirkewwa ferry terminal | Malta | Extension of existing breakwater | 0 | 12 | 0 | 2002 | 2004 | 0 | Haskoning | Rubble mound | 8.2 | 0 | 11.9 | Accropode | m3 | 16 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 35.9902 | 14.329 | |||||||
412 | Cirkewwa ferry terminal | Malta | Protection of reclaimed land | 0 | 4 | 0 | 2000 | 2001 | 0 | Revetment | 3 | 0 | 11 | Accropode | m3 | 1.5 | 1:2 | ton | 0 | 1:0 | 0 | 0 | 0 | 35.989 | 14.329 | |||||||
309 | Nouadhibou | Mauritania | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 20.906 | -17.045 | |||||||||
331 | Costa Azul LNG terminal | Mexico | New construction | 650 | 25 | 2 | 2005 | 2007 | 0 | Costain-China Harbour JV | Scott Wilson | Caisson breakwater | 9.2 | 0 | 18.6 | ton | 0 | 1:0 | ton | 0 | 1:0 | 4.5 | 50.8 | 0 | 31.985 | -116.847 | ||||||
416 | Condamine | Monaco | Underwater slope protection | 0 | 20 | 0 | 2000 | 2001 | 0 | Composite breakwater | 5 | 0 | 12 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 43.735 | 7.427 | |||||||
411 | Luka Bar | Montenegro | Breakwater renovation | 0 | 16 | 0 | 2000 | 2001 | 0 | Rubble mound | 6.8 | 0 | 10 | Accropode | m3 | 5 | 1:2.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 42.093 | 19.08 | |||||||
123 | Mohammedia | Morocco | 2585 | 29 | 0 | 0 | 0 | 0 | 11.8 | 21 | 0 | Cubes | ton | 58 | 1:1.4 | 0 | 1:1.33 | 0 | 0 | 0 | 33.7241 | -7.39137 | ||||||||||
124 | Tanger container terminal | Morocco | 970 | 20 | 3 | 2003 | 2006 | 0 | Bouygues | Haskoning | Rubble mound | 7.7 | 0 | 18 | Accropode | m3 | 16 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 35.789 | -5.80054 | |||||||
125 | Tanger ro-ro terminal | Morocco | 0 | 20 | 0 | 2007 | 0 | 0 | Haskoning | Rubble mound | 7.8 | 0 | 17 | Accropode | m3 | 12 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | ongoing | 35.789 | -5.80054 | |||||||
312 | Agadir | Morocco | Breakwater prolongation | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | Accropode | ton | 50 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 30.416 | -9.638 | ||||||
354 | Safi | Morocco | 0 | 14 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Tetrapod | ton | 25 | 1:1 | Rock | ton | 0 | 1:1 | 9.5 | 0 | 0 | 32.306 | -9.25 | |||||||
491 | New Hassan II mosque, Casablanca | Morocco | Shore Protection | 0 | 2 | 0 | 1988 | 1989 | 0 | 16 | 0 | 20 | Accropode | m3 | 6.3 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Hs indicated for deep water. Wave breaking takes place at the site. | 33.608 | -7.629 | |||||||
500 | New Hassan II mosque, Casablanca | Temporary breakwater | Morocco | 0 | 2 | 0 | 1987 | 1987 | 0 | Rubble mound | 16 | 0 | 20 | Accropode | m3 | 6.3 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | deep water wave height is mentioned | 33.609 | -7.629 | ||||||
509 | Mar Chica | Morocco | Marina development | 1000 | 9 | 0 | 2008 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode II | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 35.179 | -2.824 | |||||||
586 | Safi power plant | Safi power plant breakwater | Morocco | New Construction | 470 | 14 | 0 | 0 | 2018 | 0 | ONEE | Daewoo Engineering & Construction | ARTELIA | ARTELIA | Rubble mound | 8.3 | 0 | 0 | Accropode II | m3 | 20 | 1:1 | Accropode II | m3 | 20 | 1:1.5 | 0 | 18 | 0 | 32.1514 | -9.28514 | |
29 | Scheveningen | Zuiderdam | Netherlands | Breakwater extension | 600 | 9 | 3 | 1969 | 1971 | 120 | Rijkswaterstaat | Boskalis | Deltares | Rubble mound | 6 | 12 | 0 | Cubes | ton | 25 | 1:1.5 | Cubes | ton | 25 | 1:1.5 | 4 | 0 | 0 | 52.102 | 4.256 | ||
126 | IJmuiden | Netherlands | 0 | 0 | 0 | 0 | 1962 | 0 | 0 | 0 | 0 | Cubes | ton | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 52.4638 | 4.5445 | ||||||||||
127 | Rotterdam Europoort | Netherlands | 0 | 15 | 0 | 1966 | 1975 | 0 | 8.5 | 12 | 0 | Cubes | ton | 42 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | 51.9891 | 4.07508 | ||||||||||
299 | NIOZ, Texel | sheet pile breakwater | Netherlands | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 53.006 | 4.796 | ||||||||
363 | IJmuiden | Pier | Netherlands | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 20 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 4.2 | Wave-dissipating blocks | 52.467 | 4.555 | |||||||
556 | IJmuiden | Breakwater (1990) | Netherlands | Maintenance | 0 | 15 | 0 | 0 | 1990 | 0 | Rubble mound | 7 | 0 | 9 | Cubes | ton | 22 | 1:2 | Cubes | ton | 22 | 1:2 | 0 | 7 | 0 | 52.4635 | 4.542 | |||||
557 | IJmuiden | Breakwater (2011) | Netherlands | Maintenance | 0 | 15 | 3 | 2011 | 2014 | 0 | Rubble mound | 7.5 | 0 | 9 | Xbloc | ton | 24 | 1:1.33 | Cubes | ton | 22 | 1:1.75 | 4 | 7 | 0 | 52.4635 | 4.542 | |||||
128 | Fort Bay Harbour, Saba | Netherlands Antilles | Rehabilitation | 0 | 11 | 0 | 2003 | 2005 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 16 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 17.616 | -63.2516 | |||||||
129 | Philipsburg, St. Maarten | Netherlands Antilles | Extension of ferry terminal | 0 | 13 | 0 | 2008 | 0 | 0 | Rubble mound | 8.1 | 0 | 13 | Accropode | m3 | 16 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | completed | 18.0156 | -63.0467 | |||||||
424 | St. Maarten | Acces to cruise liner jetty | Netherlands Antilles | 0 | 15 | 0 | 1999 | 1999 | 0 | Rubble mound | 6.7 | 0 | 13 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 18.008 | -63.047 | |||||||
481 | Fort Bay Harbour, Saba | Netherlands Antilles | Rehabilitation | 0 | 3 | 0 | 1990 | 1991 | 0 | Rubble mound | 4.5 | 0 | 12 | Accropode | m3 | 6.3 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 17.616 | -63.251 | |||||||
250 | Corinto | Nicaragua | 500 | 6 | 0 | 1993 | 1993 | 8 | ENAP | Boskalis-Zincon JV | Rijkswaterstaat | Delft Hydraulics | Rubble mound | 3.5 | 12 | 0 | Rock | ton | 5 | 1:3 | Rock | ton | 1 | 1:1.5 | 3.5 | 16.5 | 0 | 12.479 | -87.181 | |||
240 | Lagos | Bar Beach protection | Nigeria | Erosion prevention work | 1000 | 0 | 1 | 2006 | 2006 | 0 | Eko Atlantic City | Hitech Construction Ltd | 4 | 0 | 0 | Xbloc | m3 | 1.5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 6.42 | 3.412 | |||||
310 | Lagos | Nigeria | Rehabilitation | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning-5A JV | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 6.408 | 3.406 | ||||||||
130 | Arviksand | Norway | 0 | 12 | 0 | 0 | 1991 | 0 | Berm breakwater | 6.4 | 0 | 15 | Rock | ton | 10 | 1:1.3 | Rock | ton | 6 | 1:0 | 10 | 0 | 0 | Design wave height is at 20m depth. Rock weight as used inmodel tests. | 70.1987 | 20.5171 | ||||||
131 | Laukvik | Norway | 0 | 0 | 0 | 2008 | 0 | 0 | Berm breakwater | 9.4 | 0 | 16 | Rock | ton | 30 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 68.3898 | 14.4047 | |||||||||
132 | Mortavika | Norway | 0 | 22 | 0 | 1992 | 1993 | 0 | Berm breakwater | 6.5 | 0 | 15.6 | Rock | ton | 8 | 1:0 | 0 | 1:0 | 8 | 0 | 0 | 59.1693 | 5.46042 | |||||||||
133 | Sirevag | Norway | 500 | 20 | 0 | 1999 | 2001 | 8 | E. Pihl & Son A.S. | Berm breakwater | 7 | 0 | 14.2 | Rock | ton | 30 | 1:1.5 | ton | 4 | 1:1.5 | 10 | 0 | 0 | 58.5053 | 5.78783 | |||||||
192 | Hammerfest LNG terminal | Norway | 0 | 0 | 0 | 0 | 0 | 0 | Berm breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 70.6805 | 23.584 | |||||||||
318 | Rennesoy ferry terminal | Norway | 0 | 20 | 0 | 0 | 0 | 0 | Berm breakwater | 7 | 0 | 0 | Rock | ton | 5.5 | 1:1.3 | Rock | ton | 0 | 1:1.3 | 8 | 6 | 0 | 59.096 | 5.697 | |||||||
336 | Gismeroy | Norway | 0 | 0 | 0 | 0 | 0 | 0 | Berm breakwater | 5.7 | 0 | 12 | Rock | ton | 10 | 1:1.5 | Rock | ton | 0 | 1:2 | 0 | 9 | 0 | revetment with berm | 58.016 | 7.469 | ||||||
134 | Dalkut fisheries harbour | Main breakwater | Oman | 0 | 1 | 4 | 1997 | 2001 | 0 | Ministry of Agriculture & Fisheries of O | Galfar | Scott Wilson | HR Wallingford | Rubble mound | 6.9 | 0 | 14 | Core-Loc | m3 | 9 | 1:1.5 | Core-Loc | m3 | 9 | 1:1.5 | 11.5 | 7.2 | 0 | 2D modeling elaborated by Baird & Associates | 16.7029 | 53.2538 | |
135 | Duqm | 2 new breakwaters | Oman | Port construction | 0 | 14 | 0 | 2002 | 2006 | 0 | Daewoo-Galfar JV | Haskoning | Deltares | Rubble mound | 5.8 | 0 | 0 | Core-Loc | ton | 10 | 1:1.5 | 0 | 1:1.5 | 11 | 25 | 0 | proposed | 19.6687 | 57.7047 | |||
136 | Mina Qaboos | Oman | 700 | 18 | 0 | 1970 | 1974 | 0 | 6.4 | 12 | 0 | Stabit | ton | 15 | 1:2 | 0 | 1:1.33 | 0 | 0 | 0 | 23.628 | 58.5723 | ||||||||||
137 | Salalah container port | Oman | 2850 | 23 | 2 | 2006 | 2008 | 0 | Archirodon | CES | Rubble mound | 8.9 | 0 | 9 | Accropode | m3 | 12 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 16.9441 | 54.0256 | |||||||
138 | Sohar industrial port | Oman | 6000 | 16 | 0 | 1999 | 2002 | 0 | Halcrow | Rubble mound | 4.5 | 0 | 7.5 | Core-Loc | m3 | 3 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 24.5009 | 56.629 | ||||||||
139 | Sohar industrial port | Oman | port extension | 0 | 9 | 0 | 2006 | 2009 | 0 | 4.5 | 0 | 8.6 | Core-Loc | m3 | 3 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 24.5009 | 56.629 | |||||||||
332 | Dhalkut fisheries harbour | Lee breakwater | Oman | 0 | 1 | 4 | 1997 | 2001 | 0 | Ministry of Agriculture & Fisheries of O | Galfar | Scott Wilson | HR Wallingford | Rubble mound | 6.9 | 0 | 14 | Core-Loc | m3 | 9 | 1:1.5 | Core-Loc | m3 | 0 | 1:1.5 | 8 | 7.2 | 0 | 2d modeling by Baird & Associates | 16.703 | 53.254 | |
390 | Shinas | Main and lee breakwater | Oman | 890 | 0 | 0 | 2009 | 2010 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 3 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 24.746 | 56.473 | |||||||
394 | Al Jalali | Oman | Repair | 300 | 17 | 0 | 2008 | 0 | 0 | Revetment | 9 | 0 | 14 | Accropode | m3 | 16 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 23.617 | 58.597 | ||||||
447 | Sur fishing harbour | Oman | 0 | 11 | 0 | 1996 | 1997 | 0 | Rubble mound | 5.8 | 0 | 11 | Accropode | m3 | 9 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 22.578 | 59.528 | ||||||||
454 | Shinas | Oman | 0 | 7 | 0 | 1995 | 1996 | 0 | Rubble mound | 4.2 | 0 | 10 | Accropode | m3 | 3 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 24.7469 | 56.4731 | |||||||
455 | Quriyyat | Oman | 0 | 4 | 0 | 1995 | 1996 | 0 | Rubble mound | 5.8 | 0 | 11 | Accropode | m3 | 4 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 23.264 | 58.928 | |||||||
457 | Al Nadi Al Bahri marina | Oman | 0 | 5 | 0 | 1994 | 1996 | 0 | Rubble mound | 6 | 0 | 11 | Accropode | m3 | 6.3 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.883 | 58.098 | ||||||||
462 | Mina Al Fahal oil terminal | New jetty | Oman | 0 | 4 | 0 | 1994 | 1995 | 0 | Rubble mound | 5.3 | 0 | 12 | Accropode | m3 | 4 | 1:1.33 | Accropode | m3 | 0 | 1:0 | 0 | 0 | 0 | 23.633 | 58.511 | ||||||
469 | Mina Qaboos | Oman | Protection of reclaimed land | 400 | 12 | 0 | 1993 | 1994 | 0 | Revetment | 5.8 | 0 | 11 | Accropode | m3 | 5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.632 | 58.566 | |||||||
516 | Bait Al Barakah, As Seeb | Main breakwater | Oman | 1100 | 0 | 0 | 2009 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | m3 | 5.5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.689 | 58.18 | |||||||
517 | Bait Al Barakah, As Seeb | Lee breakwater | Oman | 800 | 0 | 0 | 2009 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | m3 | 5.5 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.689 | 58.179 | |||||||
518 | Suwayq fishery harbour | East breakwater | Oman | 910 | 0 | 0 | 2009 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | m3 | 2.4 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.851 | 57.44 | |||||||
519 | Suwayq fishery harbour | West breakwater | Oman | 740 | 0 | 0 | 2009 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | m3 | 2.4 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.851 | 57.44 | |||||||
522 | Asian beach game complex marina | Two breakwaters | Oman | 850 | 7 | 0 | 2009 | 0 | 0 | Rubble mound | 3 | 0 | 9 | Core-Loc | m3 | 2 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.828 | 57.529 | |||||||
523 | Seeb | Two breakwaters | Oman | 0 | 13 | 0 | 2008 | 0 | 0 | Rubble mound | 4 | 0 | 9 | Core-Loc | m3 | 2.4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.63 | 58.268 | |||||||
524 | Muttrah | Protection along Al Bahri road | Oman | Repair | 120 | 0 | 0 | 2008 | 2010 | 0 | Revetment | 5 | 0 | 0 | Core-Loc | m3 | 3.9 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.622 | 58.57 | ||||||
525 | Barr Al Jissah | Oman | Repair | 250 | 9 | 0 | 2008 | 0 | 0 | Rubble mound | 3.7 | 0 | 10 | Core-Loc | m3 | 1.4 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.548 | 58.655 | |||||||
526 | Barr Al Jissah | Oman | Repair | 50 | 9 | 0 | 2008 | 0 | 0 | Revetment | 3.7 | 0 | 10 | Core-Loc | m3 | 1.4 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.548 | 58.655 | |||||||
528 | Duqm | Main breakwater | Oman | 2600 | 19 | 0 | 2007 | 0 | 0 | Rubble mound | 5.8 | 0 | 9.4 | Core-Loc | m3 | 8.5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 19.666 | 57.72 | |||||||
529 | Duqm | Lee breakwater | Oman | 2400 | 19 | 0 | 2007 | 0 | 0 | Rubble mound | 5.8 | 0 | 9.4 | Core-Loc | m3 | 8.5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 19.666 | 57.72 | |||||||
531 | Muscat | Offshore breakwater | Oman | 1000 | 11 | 0 | 2007 | 0 | 0 | Rubble mound | 0 | 0 | 9.5 | Core-Loc | m3 | 6.5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.615 | 58.602 | |||||||
533 | Shannah ferry harbour | Offshore breakwater | Oman | Protection of mooring facilities | 0 | 9 | 0 | 2007 | 2008 | 0 | Ministry of Transport & Communication | AFCONS | CES | Rubble mound | 4.19 | 0 | 12 | Core-Loc | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 20.512 | 58.586 | |||
236 | Cinta Costera | Boulevard | Panama | Shore Protection | 3300 | 0 | 2 | 2008 | 2009 | 0 | Ministerio de Obras Publicas de Panama | Odebrecht | Plant Service | DMC-lab | Revetment | 2.5 | 0 | 0 | Xbloc | m3 | 0.75 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 8.966 | -79.533 | ||
298 | Salaverry | Peru | Extension | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning-IHC JV | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | -8.228 | -78.987 | ||||||||
443 | Masinloc | Philippines | Protection of outfall channel | 0 | 9 | 0 | 1997 | 1998 | 0 | Rubble mound | 3.3 | 0 | 15 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 15.558 | 119.929 | |||||||
427 | Smiala Wisla river | East training wall | Poland | Protection of river mouth | 0 | 8 | 0 | 1998 | 1998 | 0 | Rubble mound | 3.2 | 0 | 5 | Accropode | m3 | 2.5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 54.371 | 18.78 | ||||||
585 | Swinoujscie Port | Swinoujscie Eastern Breakwater | Poland | New Construction | 3000 | 0 | 0 | 0 | 2012 | 0 | Boskalis | DMC | Rubble mound | 0 | 0 | 0 | Xbloc | m3 | 2.5 | 1:1 | 0 | 1:0 | 6 | 5.5 | 0 | 53.9334 | 14.28 | |||||
193 | Funchal, Madeira | Portugal | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 32.6417 | -16.9119 | ||||||||||
194 | Ponta Delgada | Portugal | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.7342 | -25.6648 | ||||||||||
195 | Sines (1970s) | West breakwater | Portugal | 0 | 30 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Dolos | ton | 42 | 1:1.5 | Rock | ton | 6 | 1:1.33 | 19 | 0 | 0 | 37.9467 | -8.88851 | ||||||
196 | Sines (1980s) | West breakwater rebuild | Portugal | 0 | 30 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Antifer | ton | 90 | 1:0 | ton | 0 | 1:0 | 15 | 0 | 0 | 37.9467 | -8.88851 | |||||||
197 | Sines Power Station Harbour | Coal harbour | Portugal | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.9325 | -8.85674 | |||||||||
365 | Leixoes | Portugal | 0 | 0 | 0 | 1884 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Cubes | ton | 0 | 1:2 | Cubes | ton | 0 | 1:2 | 1 | 0 | 0 | 1. Subject to multiple repairs, 2. Values refer to the final design | 41.176 | -8.703 | ||||||
577 | Ericeira | Fishing port | Portugal | Maintenance | 400 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Tetrapod | ton | 32 | 1:1.5 | Cubes | ton | 0 | 1:1.5 | 10.2 | 0 | 0 | 38.9647 | -9.42218 | |||||
579 | Leixoes Harbour | Portugal | Maintenance | 700 | 0 | 0 | 0 | 0 | 0 | Composite | 0 | 0 | 0 | Tetrapod | ton | 40 | 1:1.33 | 0 | 1:0 | 15 | 0 | 7.75 | The new cross-section was built on top of the olser cross-sections | 41.1773 | -8.71013 | |||||||
14 | Ras Laffan | North Breakwater | Qatar | New breakwater | 10000 | 12 | 0 | 2007 | 0 | 0 | Qatar Petroleum | Boskalis-JanDeNul | Sogreah | SogreahLab | Rubble mound | 4.5 | 0 | 11 | Antifer | m3 | 3 | 1:1.5 | Rock | ton | 3 | 1:1.33 | 8.1 | 0 | 0 | 25.9 | 51.62 | |
140 | Ras Laffan LNG terminal | Northern, southern & offshore breakwater | Qatar | Reinforcement | 21000 | 0 | 0 | 2007 | 2009 | 0 | Boskalis | Rubble mound | 4.6 | 0 | 10 | Accropode | m3 | 5 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 25.9238 | 51.5991 | ||||||
141 | Ras Laffan LNG terminal | Qatar | initial breakwaters | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 25.9238 | 51.5991 | |||||||||||
206 | Halul | West breakwater | Qatar | Harbour refurbishment | 512 | 0 | 0 | 2001 | 2002 | 18 | Qatar Petroleum | Archirodon | COWI | DHI | Rubble mound | 4.4 | 0 | 7 | Core-Loc | m3 | 2 | 1:1.33 | Core-Loc | ton | 0 | 1:1.33 | 6.5 | 0 | 0 | Work included demolition of existing lee breakwater of 91m | 25.6796 | 52.3968 |
323 | Halul | East breakwater | Qatar | 350 | 10 | 0 | 2003 | 2005 | 0 | Consolidated Engineering Construction | COWI | Rubble mound | 4.4 | 0 | 7 | Core-Loc | m3 | 2.4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 25.673 | 52.417 | |||||
324 | Halul | Main breakwater | Qatar | Extension of industrial port | 600 | 11 | 0 | 2001 | 2002 | 0 | Rubble mound | 4.4 | 0 | 7 | Core-Loc | m3 | 2.4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 25.67 | 52.416 | ||||||
327 | Pearl | Beach breakwaters | Qatar | 0 | 0 | 0 | 0 | 0 | 0 | United Development Company | COWI | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 25.365 | 51.581 | ||||||
330 | Mesaieed | Wave screen of small craft berth | Qatar | 85 | 7 | 0 | 0 | 0 | 0 | GLF | COWI | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 24.97 | 51.605 | |||||||
305 | Constantza | Romania | Extension | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning-Iptana JV | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 44.124 | 28.687 | ||||||||
142 | Jubail | Saudi Arabia | 4562 | 17 | 0 | 1975 | 1980 | 0 | 6.5 | 9 | 0 | Stabit | ton | 15 | 1:1.5 | 0 | 1:1.25 | 0 | 0 | 0 | 27.0511 | 49.6956 | ||||||||||
207 | Assir | Saudi Arabia | 250 | 0 | 0 | 1995 | 1997 | 0 | SWCC | Korea Heavy Industr. | EWE | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | subcontractor for offshore works: Archirodon | 17.5534 | 42.1478 | ||||||
210 | Dammam | Saudi Arabia | Extension of breakwater | 0 | 0 | 0 | 1969 | 0 | 0 | Saudi Seaports | Archirodon | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 26.4849 | 50.2082 | |||||||
392 | Shoaiba | Saudi Arabia | Power plant extension | 0 | 2 | 0 | 2008 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 2 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 20.681 | 39.516 | ||||||
421 | Shoaiba | Saudi Arabia | Protection of intake works | 0 | 22 | 0 | 1999 | 2001 | 0 | Rubble mound | 4.2 | 0 | 6 | Accropode | m3 | 1.5 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 20.618 | 39.552 | ||||||
527 | Marafiq IWPP | Saudi Arabia | 500 | 7 | 0 | 2008 | 0 | 0 | Rubble mound | 2.1 | 0 | 11 | Core-Loc | m3 | 0.7 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 27.06 | 49.63 | ||||||||
204 | Fregat Island | Yatch harbour | Seychelles | Breakwater repair | 250 | 5 | 0 | 2000 | 2000 | 0 | Rubble mound | 4.3 | 0 | 15 | Accropode | m3 | 2 | 1:1.8 | Accropode | m3 | 0 | 1:0 | 0 | 0 | 0 | -4.585 | 55.948 | |||||
143 | East London | South Africa | 0 | 7 | 0 | 0 | 1964 | 0 | 8.5 | 12 | 0 | Dolos | ton | 17 | 1:1.25 | 0 | 1:0 | 0 | 0 | 0 | -33.0301 | 27.9197 | ||||||||||
144 | Richards Bay | South Africa | 0 | 16 | 0 | 1973 | 1976 | 0 | 7.2 | 12 | 0 | Dolos | ton | 20 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | -28.8105 | 32.0954 | ||||||||||
145 | Cape Town - Club Mykonos Marina | South Africa | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | Accropode | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | -33.9017 | 18.4256 | |||||||||||
198 | Coega | South Africa | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | -33.8064 | 25.697 | ||||||||||
495 | Lynch point marina, Langebaan | Main breakwater | South Africa | 5 | 0 | 0 | 1987 | 1988 | 0 | Rubble mound | 4.2 | 0 | 13 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | -33.075 | 18.035 | |||||||
553 | Yzerfontein | South Africa | Maintenance | 150 | 0 | 0 | 0 | 0 | 0 | E2C | Rubble mound | 0 | 0 | 0 | Dolos | ton | 20 | 1:1.5 | Rock | 0 | 1:1.33 | 0 | 12 | 0 | -33.3455 | 18.1487 | ||||||
560 | Mukho Port | North Breakwater | South Korea | New construction | 370 | 10 | 0 | 0 | 0 | 0 | Rubble mound | 6.1 | 0 | 14 | Tetrapod | ton | 20 | 1:2 | Tetrapod | ton | 8 | 1:1.5 | 7.5 | 12 | 1 | 37.5823 | 129.114 | |||||
561 | Jeju Port | West Breakwater | South Korea | New construction | 1800 | 15 | 0 | 0 | 0 | 0 | Rubble mound | 6 | 0 | 12 | Tetrapod | ton | 20 | 1:1.5 | rock | ton | 2.5 | 1:2 | 5 | 13 | 1 | 33.525 | 126.535 | |||||
562 | Hupo Port | East Breakwater | South Korea | New construction | 525 | 14 | 0 | 0 | 0 | 0 | Rubble mound | 6.7 | 0 | 14 | Tetrapod | ton | 32 | 1:1.5 | rock | ton | 2.5 | 1:1.5 | 4 | 12 | 0.5 | 36.6761 | 129.454 | |||||
563 | Hwasun Port | South Korea | New construction | 0 | 16 | 0 | 0 | 0 | 0 | Rubble mound | 9.4 | 0 | 15 | Tetrapod | ton | 64 | 1:1.5 | rock | ton | 2.5 | 1:1.5 | 11.5 | 26.2 | 1.5 | 33.2341 | 126.33 | ||||||
564 | Sokcho Port | South Korea | New construction | 920 | 13 | 0 | 0 | 0 | 0 | Rubble mound | 6.5 | 0 | 14 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 10 | 0 | 38.2063 | 128.603 | ||||||||
565 | Okgye Port | South Korea | New construction | 1000 | 15 | 0 | 0 | 0 | 0 | Rubble mound | 6.2 | 0 | 14 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 9 | 0 | 37.6244 | 129.061 | ||||||||
566 | Donghae Port | North Breakwater | South Korea | New construction | 1350 | 14 | 0 | 0 | 0 | 0 | Rubble mound | 7.4 | 0 | 13 | Tetrapod | ton | 0 | 1:0 | Tetrapod | ton | 0 | 1:0 | 0 | 9 | 0 | 37.5453 | 129.118 | |||||
567 | Samcheok Port | East Breakwater | South Korea | New construction | 1100 | 7 | 0 | 0 | 0 | 0 | Rubble mound | 4.9 | 0 | 14 | Tetrapod | ton | 0 | 1:0 | Tetrapod | ton | 0 | 1:0 | 0 | 12 | 0 | 37.4351 | 129.194 | |||||
568 | Pohang Port | East Breakwater | South Korea | New construction | 720 | 13 | 0 | 0 | 0 | 0 | Rubble mound | 5.6 | 0 | 10 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 9 | 0 | 36.0491 | 129.382 | |||||||
569 | Samchunpo Port | South Breakwater | South Korea | New construction | 1200 | 16 | 0 | 0 | 0 | 0 | Rubble mound | 5.4 | 0 | 14 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 9 | 0 | 34.9014 | 128.108 | |||||||
570 | Jangseungpo Port | South Korea | New construction | 440 | 3 | 0 | 0 | 0 | 0 | Rubble mound | 4.5 | 0 | 12 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 7 | 0 | 34.8384 | 128.721 | ||||||||
571 | Okpo Port | South Breakwater | South Korea | New construction | 900 | 18 | 0 | 0 | 0 | 0 | Rubble mound | 3.5 | 0 | 7.5 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 6 | 0 | 34.891 | 128.723 | |||||||
572 | Seogwipo Port | East Breakwater | South Korea | New construction | 450 | 23 | 0 | 0 | 0 | 0 | Rubble mound | 8.8 | 0 | 12 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 33.2353 | 126.57 | |||||||
573 | Jumunjin Port | North Breakwater | South Korea | New construction | 950 | 9 | 0 | 0 | 0 | 0 | Rubble mound | 4.7 | 0 | 14 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 7 | 0 | 37.8894 | 128.833 | |||||||
574 | Guryongpo Port | North Breakwater | South Korea | New construction | 550 | 12 | 0 | 0 | 0 | 0 | Rubble mound | 6.1 | 0 | 13 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 9 | 0 | 35.9876 | 129.559 | |||||||
575 | Geomundo Port | South Breakwater | South Korea | New construction | 920 | 10 | 0 | 0 | 0 | 0 | Rubble mound | 4.7 | 0 | 11 | Tetrapod | ton | 0 | 1:0 | 0 | 1:0 | 0 | 9 | 0 | 34.0369 | 127.312 | |||||||
146 | A Coru&ntide;a - Punta Lagosteira | Spain | 4000 | 42 | 0 | 0 | 0 | 500 | Port Authority of A Coruña | SATO | Deltares | Rubble mound | 15.1 | 0 | 18 | Cubes | ton | 150 | 1:2 | 0 | 1:1.5 | 25 | 0 | 0 | 43.3496 | -8.50251 | ||||||
147 | Ensfinge, Las Palmas | Spain | 302 | 39 | 0 | 2001 | 2003 | 0 | Rubble mound | 7.7 | 0 | 15 | Accropode | m3 | 16 | 1:1.5 | 0 | 1:0 | 15 | 0 | 0 | 28.1449 | -15.413 | |||||||||
148 | Llanca marina and fishing harbour | Spain | 0 | 10 | 0 | 1986 | 1989 | 0 | Rubble mound | 6.5 | 0 | 13 | Accropode | m3 | 9 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 42.3739 | 3.16255 | |||||||||
149 | Mazagon marina | Main breakwater | Spain | 0 | 5 | 0 | 1990 | 1992 | 0 | 4 | 0 | 0 | Accropode | m3 | 4 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 37.131 | -6.831 | |||||||||
150 | Palamos marina | Spain | 0 | 15 | 0 | 1990 | 1994 | 0 | Rubble mound | 6.3 | 0 | 14 | Accropode | m3 | 12 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 41.844 | 3.135 | |||||||||
151 | Port Bou marina | Spain | 0 | 15 | 0 | 1995 | 1998 | 0 | Accropode | 6 | 0 | 12.5 | Accropode | m3 | 9 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 42.4262 | 3.16703 | |||||||||
152 | Puerto do Carboneras | Spain | 0 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | ton | 57 | 1:2 | 0 | 1:0 | 12 | 0 | 0 | 36.9902 | -1.89706 | ||||||||||
153 | Puerto Colon, Canary Islands | Spain | 0 | 10 | 0 | 1985 | 1988 | 0 | Rubble mound | 6 | 10 | 16 | Accropode | m3 | 9 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 28.078 | -16.737 | |||||||||
154 | San Ciprian | Spain | 0 | 0 | 0 | 1978 | 1979 | 0 | 13 | 16 | 0 | Dolos | ton | 50 | 1:1.25 | 0 | 1:1.5 | 0 | 0 | 0 | 43.711 | -7.47 | ||||||||||
199 | Algeciras marina | Spain | 0 | 11 | 0 | 1995 | 1996 | 0 | Rubble mound | 6 | 0 | 12.5 | Accropode | m3 | 9 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.1191 | -5.43718 | ||||||||
232 | Gijon | Torres | Spain | New breakwater | 1450 | 22 | 0 | 0 | 0 | 0 | Rubble mound | 9.5 | 0 | 0 | Cubes | ton | 145 | 1:2 | ton | 0 | 1:0 | 22 | 0 | 0 | 43.578 | -5.691 | ||||||
241 | Ferrol | Outer port | Spain | New construction | 1100 | 0 | 0 | 2001 | 2004 | 0 | Cedex | Rubble mound | 7.6 | 18.6 | 0 | Cubes | ton | 90 | 1:1.75 | ton | 0 | 1:0 | 18 | 0 | 0 | 43.457 | -8.333 | |||||
242 | La Coruna | Spain | New construction | 4000 | 42 | 0 | 0 | 0 | 0 | Cedex | Rubble mound | 15.1 | 0 | 0 | Rock | ton | 150 | 1:2 | Cubes | ton | 0 | 1:1.5 | 25 | 22 | 0 | With L-wall on top | 43.351 | -8.51 | ||||
243 | Valencia | Spain | New construction | 1123 | 16 | 0 | 0 | 0 | 0 | Rubble mound | 6.3 | 0 | 0 | Rock | ton | 35 | 1:1.5 | ton | 0 | 1:0 | 12 | 0 | 0 | under construction | 39.442 | -0.303 | ||||||
244 | Barcelona | East breakwater | Spain | New construction | 2165 | 20 | 0 | 0 | 0 | 0 | Cedex | 7.3 | 0 | 0 | Cubes | ton | 50 | 1:1.75 | ton | 0 | 1:0 | 12 | 0 | 0 | 41.322 | 2.171 | ||||||
251 | Barcelona | Southern breakwater, stretches 1 & 3 | Spain | 3100 | 27 | 0 | 0 | 0 | 0 | Cedex | Rubble mound | 7.3 | 0 | 0 | Cubes | ton | 40 | 1:1.75 | Rock | ton | 0 | 1:0 | 11 | 0 | 0 | 41.324 | 2.167 | |||||
252 | Barcelona | Southern breakwater, stretch 2 | Spain | 1700 | 20 | 0 | 0 | 0 | 0 | Cedex | Caisson breakwater | 7.6 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 11 | 0 | 0 | 41.324 | 2.167 | |||||||
253 | Barcelona | North mouth | Spain | 1000 | 25 | 0 | 0 | 0 | 0 | Rubble mound | 6.4 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:1.5 | 11 | 0 | 0 | 41.3248 | 2.16746 | ||||||||
254 | Alicante | Spain | 1200 | 16 | 0 | 0 | 0 | 0 | Rubble mound | 4.4 | 0 | 0 | ton | 20 | 1:1.5 | ton | 0 | 1:0 | 7.5 | 0 | 0 | 38.33 | -0.489 | |||||||||
255 | Gijon | North breakwater | Spain | 1588 | 30 | 0 | 0 | 0 | 0 | Cedex | Caisson breakwater | 9.5 | 0 | 19 | ton | 0 | 1:0 | ton | 0 | 1:1.5 | 24 | 32 | 0 | under construction | 43.567 | -5.689 | ||||||
256 | Algeciras, Isla Verde | Spain | 1750 | 43 | 0 | 0 | 0 | 0 | Cedex | Caisson breakwater | 4.8 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 7.5 | 21.4 | 0 | 36.134 | -5.428 | ||||||||
257 | Levante, Malaga | Spain | 20 | 0 | 0 | 0 | 0 | 0 | Caisson breakwater | 6.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 10 | 21 | 0 | 36.703 | -4.412 | |||||||||
258 | Motril | Spain | 550 | 20 | 0 | 0 | 0 | 0 | Caisson breakwater | 6.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 7.5 | 21.1 | 0 | 36.718 | -3.522 | |||||||||
259 | Escombreras, Cartagena | South-western breakwater | Spain | Port enlargement | 1038 | 29 | 0 | 2001 | 0 | 0 | Cedex | Caisson breakwater | 8.1 | 0 | 13 | ton | 0 | 1:0 | ton | 0 | 1:0 | 3.6 | 26 | 0 | 37.562 | -0.972 | ||||||
260 | Escombreras, Cartagena | Perimeter breakwater of an islet | Spain | Port enlargement | 518 | 32 | 0 | 2001 | 0 | 0 | Cedex | Caisson breakwater | 8.1 | 0 | 13 | ton | 0 | 1:0 | ton | 0 | 1:0 | 13 | 10 | 13 | 37.562 | -0.972 | ||||||
261 | Escombreras. Cartagena | Initial section | Spain | 202 | 52 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Cubes | ton | 45 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.587 | -0.979 | |||||||
262 | Escombreras, Cartagena | Southern breakwater | Spain | 401 | 19 | 0 | 2001 | 0 | 0 | Cedex | Caisson breakwater | 8.1 | 0 | 13 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 18.5 | 0 | 37.587 | -0.979 | |||||||
263 | Valencia | North breakwater | Spain | Port enlargement | 2271 | 16 | 0 | 0 | 0 | 0 | Caisson breakwater | 6.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 13 | 19.17 | 0 | under construction | 39.447 | -0.3 | ||||||
264 | Sagunto | Spain | 1204 | 15 | 0 | 0 | 0 | 0 | Caisson breakwater | 6.4 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 9 | 19.6 | 0 | 39.64 | -0.211 | |||||||||
265 | Castellon | Eastern breakwater | Spain | 440 | 12 | 0 | 0 | 0 | 0 | Caisson breakwater | 7.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 12 | 19.6 | 0 | 39.964 | 0.029 | ||||||||
266 | Castellon | Eastern breakwater | Spain | Extension | 358 | 15 | 0 | 0 | 0 | 0 | Caisson breakwater | 7.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 12 | 19.6 | 0 | under construction | 39.964 | 0.029 | ||||||
267 | Castellon | Southern breakwater | Spain | 819 | 16 | 0 | 0 | 0 | 0 | Caisson breakwater | 7.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 12 | 15 | 0 | under construction | 39.964 | 0.029 | |||||||
268 | Tarragona | Spain | Enlargement | 736 | 30 | 0 | 0 | 0 | 0 | Caisson breakwater | 7 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 8 | 24 | 0 | 41.082 | 1.219 | ||||||||
269 | Barcelona | North mouth | Spain | 450 | 29 | 0 | 0 | 0 | 0 | Caisson breakwater | 6.4 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 6 | 19.6 | 0 | 41.334 | 2.176 | ||||||||
270 | Botafoc, Ibiza | Spain | 615 | 25 | 0 | 0 | 0 | 0 | Caisson breakwater | 6.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 7 | 21.1 | 0 | 38.903 | 1.45 | |||||||||
271 | Las Palmas | Stretch 3 | Spain | 997 | 40 | 0 | 1988 | 1991 | 0 | Caisson breakwater | 7.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 12.2 | 24 | 0 | part of "Reina Sofia" breakwater | 28.138 | -15.405 | |||||||
272 | Las Palmas | Stretch 1 | Spain | 2417 | 0 | 0 | 1967 | 1972 | 0 | Rubble mound | 6.4 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | part of | 28.138 | -15.405 | |||||||
273 | Las Palmas | Stretch 2 | Spain | 691 | 0 | 0 | 1975 | 1979 | 0 | Rubble mound | 6.4 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | part of "Reina Sofia "breakwater | 28.138 | -15.405 | |||||||
274 | Esfinge, Las Palmas | Spain | 664 | 55 | 0 | 0 | 0 | 0 | Caisson breakwater | 7.3 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 12.2 | 24.6 | 0 | under construction | 28.138 | -15.405 | ||||||||
275 | Gijon | "Principe de Asturias" Breakwater | Spain | 2145 | 0 | 0 | 0 | 1976 | 0 | Rubble mound | 9.4 | 0 | 0 | Cubes | ton | 120 | 1:1.5 | Cubes | ton | 0 | 1:1.5 | 18 | 18.7 | 0 | 43.566 | -5.685 | ||||||
276 | Bilbao | "Punta Lucero" breakwater | Spain | Reinforcement | 2498 | 54 | 0 | 1980 | 1985 | 0 | Rubble mound | 10.1 | 0 | 0 | Cubes | ton | 150 | 1:2 | Rock | ton | 0 | 1:0 | 0 | 0 | 0 | 43.37 | -3.095 | |||||
277 | Tenerife | Stretch 1 | Spain | 779 | 0 | 0 | 1971 | 1980 | 0 | Composite breakwater | 4.6 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 8 | 15.63 | 0 | part of "Los Llanos" breakwater | 28.486 | -16.222 | |||||||
278 | Tenerife | Stretch 2 | Spain | 710 | 40 | 0 | 1971 | 1980 | 0 | Composite breakwater | 4.6 | 0 | 0 | Rock | ton | 2 | 1:1.5 | Rock | ton | 0 | 1:1.5 | 8 | 15.63 | 0 | part of | 28.484 | -16.223 | |||||
279 | Tenerife | stretch 3 | Spain | 30 | 0 | 0 | 1983 | 1987 | 0 | Composite breakwater | 4.6 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | part of "Los Llanos" breakwater | 28.484 | -16.223 | |||||||
342 | Aviles | Spain | 0 | 0 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Cubes | ton | 0 | 1:0 | Cubes | ton | 0 | 1:0 | 0 | 0 | 0 | 43.592 | -5.945 | |||||||
410 | Gomera, Las Palmas | Breakwater protecting La Esfinge | Spain | 0 | 24 | 0 | 2001 | 2003 | 0 | Revetment | 7.7 | 0 | 15 | Accropode | m3 | 16 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 28.164 | -15.399 | |||||||
419 | Garachico, Tenerife | Coastal protection | Spain | 350 | 0 | 0 | 2000 | 2001 | 0 | Revetment | 9 | 0 | 16 | Accropode | m3 | 18 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | Combination of accropodes and ecopodes | 28.375 | -16.762 | ||||||
464 | Melilla | Spain | Protection of marina basin | 0 | 9 | 0 | 1993 | 1995 | 0 | Rubble mound | 4.5 | 0 | 9.5 | Accropode | m3 | 4 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 35.288 | -2.93231 | |||||||
537 | ACoruña | Western Breakwater for the Outer Port | Spain | Extension of the secondary breakwater | 900 | 22 | 2 | 2015 | 2017 | 0 | Port Authority of A Coruña | SATO | Aalborg | Rubble mound | 8.75 | 0 | 18 | Cubipod | ton | 30 | 1:1.5 | Roc | 0 | 1:2 | 10 | 24 | 7 | protected by north breakwater | 43.3395 | -8.51661 | ||
580 | Malaga | San Andres Breakwater | Spain | New Construction | 270 | 7 | 2 | 2011 | 2013 | 12 | Port of Malaga | Rubble Mound | 5.6 | 0 | 12 | Cubipod | ton | 6 | 1:1 | rock | ton | 1 | 1:2 | 5 | 8.44 | 0 | 36.7009 | -4.42637 | ||||
581 | Punta Langosteira | Punta Langosteira North Breakwater | Spain | New Construction | 550 | 8 | 2 | 2012 | 2013 | 17 | Port of Malaga | GEAMA | Rubble mound | 5.85 | 0 | 18 | Cubipod | ton | 12 | 1:1 | Cubipod | ton | 12 | 1:1.5 | 10.5 | 0 | 0 | Construction of system of two groynes to protect from western storms | 43.3442 | -8.51931 | ||
582 | Punta Langosteira | Punta Langosteira South Breakwater | Spain | New Construction | 330 | 8 | 2 | 2012 | 2013 | 17 | Port of Malaga | GEAMA | Rubble mound | 5.85 | 0 | 18 | Cubipod | ton | 23 | 1:1 | Cubipod | ton | 23 | 1:1.5 | 10.5 | 0 | 0 | Construction of system of two groynes to protect from western storms | 43.3442 | -8.51931 | ||
583 | Punta Langosteira | Langosteira Western Breakwater | Spain | Extension | 1350 | 9 | 2 | 2015 | 2016 | 0 | Port of Malaga | GEAMA | Rubble mound | 8.75 | 0 | 18 | Cubipod | ton | 25 | 1:1 | rock | ton | 2 | 1:1.5 | 17 | 22.8 | 0 | 43.3442 | -8.51931 | |||
156 | Colombo | Wave-dissipating blocks | Sri Lanka | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Cubes | ton | 30 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 6.956 | 79.848 | ||||||||
345 | Dikkowita | Fishing Harbour | Sri Lanka | New construction | 1000 | 0 | 0 | 2009 | 2010 | 0 | Ministry of Fisheries & Aq. Resources | BAM | DMC | DMC-lab | Rubble mound | 3.2 | 0 | 0 | Xbloc | m3 | 4 | 1:1.33 | Xbloc | ton | 0 | 1:1.33 | 0 | 0 | 0 | design in colaboration with Royal Haskoning | 6.997 | 79.866 |
549 | Colombo Port | South Breakwater | Sri Lanka | New construction | 5200 | 0 | 4 | 2008 | 2012 | 0 | Sri Lanka Ports | URS Infrastructure & Environment | Rubble mound | 7.7 | 0 | 14 | Core-Loc | ton | 20.4 | 1:1.33 | 0 | 1:0 | 0 | 25 | 0 | 6.95444 | 79.8291 | |||||
584 | Hambantota Port | Hambantota Port Breakwater | Sri Lanka | New Construction | 1600 | 14 | 3 | 2013 | 2015 | 0 | Sri Lanka Ports | CHEC | CDR International B.V. | Tianjin Port Engineering Institute | Rubble mound | 5.6 | 0 | 18 | Xbloc | ton | 8 | 1:1 | rock | kg | 600 | 1:1.5 | 10 | 15 | 0 | Berm breakwater revetment design for protection of an artificial island on the southern shore of Sri Lanka | 6.11793 | 81.1028 |
303 | LNG terminal | Taiwan | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 23.767 | 120.156 | ||||||||||
431 | Chang Hua | Taiwan | Protection of reclaimed land | 0 | 6 | 0 | 1998 | 2000 | 0 | Revetment | 3.8 | 0 | 10 | Accropode | m3 | 2 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 24.075 | 120.388 | |||||||
403 | Map Ta Phut | Cooling water intake lagoon | Thailand | 0 | 5 | 0 | 2005 | 2006 | 0 | Revetment | 4.3 | 0 | 8 | Accropode | m3 | 2.5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 12.663 | 101.161 | |||||||
440 | Map Ta Phut | Phase 2 | Thailand | Protection of reclaimed land | 6000 | 10 | 0 | 1997 | 1999 | 0 | Revetment | 4.3 | 0 | 8 | Accropode | m3 | 2.5 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 12.656 | 101.16 | ||||||
473 | Prachuap | Thailand | 1400 | 11 | 0 | 1992 | 1994 | 0 | Rubble mound | 5.5 | 0 | 12 | Accropode | m3 | 5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 11.202 | 99.583 | ||||||||
578 | Calshot Port | Fishing port | Tristan da Cunha | New construction | 110 | 0 | 0 | 0 | 1970 | 0 | Rubble mound | 0 | 0 | 0 | Dolos | ton | 3.5 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | -37.0635 | -12.3133 | |||||||
157 | Bizerte Zarzouna fishing harbour | Main and lee breakwater | Tunisia | 0 | 7 | 0 | 1983 | 1984 | 0 | 0 | 0 | 0 | Accropode | m3 | 9 | 1:0 | 0 | 1:1.33 | 0 | 0 | 0 | depth-limited waves | 37.2683 | 9.89429 | ||||||||
158 | Hammamet marina | Main breakwater | Tunisia | Extension | 150 | 6 | 0 | 2006 | 2008 | 0 | Rubble mound | 6.5 | 0 | 12.6 | Accropode | m3 | 6.3 | 1:1.5 | 0 | 1:1.5 | 0 | 0 | 0 | 36.3721 | 10.5483 | |||||||
159 | Monastir marina | Tunisia | 0 | 4 | 0 | 1983 | 1983 | 0 | 0 | 0 | 0 | Accropode | m3 | 6.3 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | depth-limited waves | 35.7784 | 10.836 | |||||||||
160 | Monastir fishing harbour | Tunisia | 0 | 6 | 0 | 1986 | 1989 | 0 | 0 | 0 | 0 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 35.7575 | 10.8398 | ||||||||||
391 | Skhira | Tunisia | 0 | 5 | 0 | 2009 | 0 | 0 | Rubble mound | 3 | 0 | 10 | Accropode | m3 | 1 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | in progress | 34.286 | 10.096 | |||||||
399 | Bekalta | Main and secondary breakwater | Tunisia | Extension works | 215 | 6 | 0 | 2007 | 2008 | 0 | Rubble mound | 4 | 0 | 14.8 | Accropode | m3 | 2 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 35.623 | 11.0494 | ||||||
413 | Sidi Mechreg | Main breakwater | Tunisia | Reinforcement | 260 | 6 | 0 | 2000 | 2004 | 0 | Rubble mound | 6.9 | 0 | 14 | Accropode | m3 | 9 | 1:1.5 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 37.1688 | 9.126 | |||||
420 | Rades | Intake canal | Tunisia | 0 | 4 | 0 | 1999 | 2001 | 0 | Rubble mound | 3.7 | 0 | 11 | Accropode | m3 | 1.5 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 36.805 | 10.304 | ||||||
428 | Hammamet marina | Tunisia | 0 | 8 | 0 | 1998 | 2000 | 0 | Rubble mound | 5.7 | 0 | 9 | Accropode | m3 | 6.3 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.372 | 10.548 | ||||||||
429 | La Goulette | North breakwater of commercial harbour | Tunisia | Reinforcement | 0 | 7 | 0 | 1998 | 1998 | 0 | Rubble mound | 4 | 0 | 12 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.807 | 10.306 | ||||||
441 | Beni Khiar fishing harbour | Tunisia | Breakwater extension | 0 | 8 | 0 | 1997 | 1998 | 0 | Rubble mound | 4.7 | 0 | 10 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 36.4533 | 10.797 | |||||||
442 | El Haouaria fishing harbour | Tunisia | 0 | 5 | 0 | 1997 | 1997 | 0 | Rubble mound | 3.7 | 0 | 11 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.041 | 11.065 | ||||||||
448 | La Chebba fishing harbour | Tunisia | Breakwater extension | 0 | 5 | 0 | 1996 | 1996 | 9 | Rubble mound | 3.5 | 0 | 9 | Accropode | m3 | 1.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 35.23 | 11.16 | |||||||
449 | Cap Zabib | Tunisia | 0 | 7 | 0 | 1996 | 1996 | 0 | Rubble mound | 5 | 0 | 9 | Accropode | m3 | 4 | 1:1.33 | Accropode | ton | 0 | 1:0 | 0 | 0 | 0 | 37.266 | 10.069 | |||||||
458 | Sousse | Tunisia | Reinforcement of the roundhead | 0 | 6 | 0 | 1994 | 1995 | 0 | Rubble mound | 4.3 | 0 | 9 | Accropode | m3 | 4 | 1:1.33 | m3 | 0 | 1:0 | 0 | 0 | 0 | 35.826 | 10.649 | |||||||
465 | Ghar el Mehl fishing harbour | Tunisia | Extension of main breakwater | 0 | 7 | 0 | 1993 | 1994 | 0 | Rubble mound | 4.7 | 0 | 8 | Accropode | m3 | 4 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.151 | 10.23 | |||||||
587 | Haydarpasa Port | Haydarpasa western breakwater | Turkey | New Construction | 0 | 13 | 0 | 0 | 0 | 0 | Rubble mound | 0 | 0 | 0 | rock | ton | 3 | 1:1 | rock | ton | 1.5 | 1:2.5 | 2.5 | 0 | 0 | 41.0014 | 29.0079 | |||||
25 | Dubai | Palm Deira Shamal protection (Crown) | UAE | land reclamation | 12000 | 0 | 0 | 2008 | 0 | 0 | Nakheel | Van Oord | Haskoning | SogreahLab | Revetment | 5.5 | 0 | 0 | Rock | ton | 6 | 1:2.5 | ton | 0 | 1:0 | 6.25 | 0 | 0 | 25.333 | 55.3 | ||
16 | Dubai | World - Shamal protection reef | UAE | low crested breakwater | 25000 | 0 | 3 | 2005 | 2007 | 0 | Nakheel | Van Oord | Haskoning | Deltares | Rubble mound | 5.5 | 0 | 9.3 | Rock | ton | 4 | 1:0 | Rock | ton | 0 | 1:0 | 3 | 0 | 0 | low crested breakwater with 30 m wide berm | 25.233 | 55.155 |
161 | Dubai - Maritime City | UAE | 2266 | 0 | 0 | 2003 | 2006 | 50 | Nakheel | Archirodon | COWI | Rubble mound | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 1. Work included demolition of old breakwater, 2. Total project costs are mentioned | 25.2804 | 55.2735 | |||||||
162 | Dubai - Palm Jumeira | Outer face of crescent island | UAE | 12500 | 10 | 2 | 2001 | 2003 | 178 | Dubai Palm Developers | Archirodon | Haskoning | 0 | 0 | 0 | Rock | 0 | 1:0 | 0 | 1:0 | 0 | 200 | 0 | 25.1057 | 55.1118 | |||||||
163 | Dubai - Drydock | UAE | 3267 | 14 | 0 | 1974 | 1979 | 0 | 6 | 10 | 0 | Stabit | ton | 15 | 1:1.5 | 0 | 1:1.25 | 0 | 0 | 0 | 25.2569 | 55.2513 | ||||||||||
164 | Dubai - Port Rashid | UAE | Extension | 4500 | 12 | 0 | 1974 | 1979 | 0 | 6 | 10 | 0 | Stabit | ton | 15 | 1:1.5 | 0 | 1:1.25 | 0 | 0 | 0 | 25.2768 | 55.2743 | |||||||||
165 | Dubai - Jebel Ali | UAE | 3600 | 8 | 0 | 1976 | 1979 | 0 | 6 | 10 | 0 | Stabit | ton | 10 | 1:1.5 | 0 | 1:1.25 | 0 | 0 | 0 | 25.012 | 55.0446 | ||||||||||
166 | Abu Dhabi - Khalifa Port | UAE | offshore greenfield port | 7400 | 12 | 0 | 2007 | 2012 | 0 | Abu Dhabi Ports Company | Boskalis-Archirodon JV | Bechtel | Deltares-CSIR | Rubble mound | 4.3 | 0 | 9 | Accropode | m3 | 2 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | ongoing | 24.804 | 54.6927 | |||
167 | Khor Fhakkan | UAE | 550 | 0 | 0 | 1976 | 1978 | 0 | 6.4 | 10 | 0 | Stabit | ton | 10 | 1:1.5 | 0 | 1:1.25 | 0 | 0 | 0 | 25.3564 | 56.3706 | ||||||||||
209 | Jumeirah | UAE | Coastal zone restoration | 0 | 0 | 2 | 1992 | 1994 | 21 | Dubai Municipality | Archirodon | Nedeco | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Project in JV | 25.2181 | 55.2458 | |||||
238 | Fujairah | Dhadna Marina | UAE | Marina rehabilitation | 500 | 0 | 0 | 2007 | 0 | 0 | Rubble mound | 5.5 | 0 | 0 | Xbloc | m3 | 5 | 1:0 | m3 | 0 | 1:0 | 0 | 0 | 0 | 25.527 | 56.37 | ||||||
290 | Dubai - Palm Jumeira | Crescent breakwater | UAE | Reinforcement | 0 | 0 | 0 | 2006 | 0 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | construction of retaining wall for overtopping reduction | 25.115 | 55.141 | ||||||
296 | Dubai - World Shamal reef | low-crested breakwater | UAE | 16000 | 20 | 0 | 0 | 0 | 0 | Nakheel | Van Oord | Haskoning | Berm breakwater | 5.5 | 0 | 0 | Rock | ton | 4 | 1:0 | ton | 0 | 1:0 | 3 | 7 | 0 | 25.23 | 55.132 | ||||
297 | Dubai - Palm Jebel Ali | Outer face of crescent island | UAE | 15500 | 0 | 0 | 0 | 0 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 25.009 | 54.987 | |||||||
328 | Dubai - Maritime City | detached breakwater | UAE | 840 | 0 | 0 | 2003 | 2006 | 50 | Nakheel | Archirodon | COWI | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Total project costs are mentioned | 25.27 | 55.268 | ||||
329 | Dubai - Maritime City | Sigmoid structure | UAE | 2050 | 0 | 0 | 2003 | 2006 | 50 | Nakheel | Archirodon | COWI | Revetment | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | Total project costs are mentioned | 25.27 | 55.268 | ||||
333 | Mirfa power & desalination plant | Sea walls for cooling water intake | UAE | 3500 | 3 | 1 | 1994 | 1995 | 0 | Ministry of Public Works of UAE | Sainrapt Contracting Company | Rubble mound | 1.6 | 0 | 0 | Rock | ton | 2 | 1:1.5 | Rock | ton | 0 | 1:1.5 | 5.35 | 9.3 | 0 | 2 breakwaters 1500m and 2000m long | 24.1308 | 53.4516 | |||
515 | Das Island | UAE | Extension of gas facilities | 400 | 0 | 0 | 2010 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | m3 | 1 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 25.14 | 52.881 | |||||||
535 | Hamriyah free zone harbour | UAE | Protection of reclaimed land | 1500 | 9 | 0 | 2006 | 2007 | 0 | Revetment | 4.5 | 0 | 11.2 | Core-Loc | m3 | 2 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 25.464 | 55.477 | |||||||
536 | Layyah | UAE | Protection of reclaimed land | 500 | 7 | 0 | 2006 | 2007 | 0 | Revetment | 4.5 | 0 | 11 | Core-Loc | m3 | 2 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 25.354 | 55.37 | |||||||
552 | Abu Dhabi - Khalifa Port | Environmental Breakwater | UAE | New construction | 8000 | 0 | 0 | 0 | 0 | 220 | Abu Dhabi Ports Company | Halcrow | Rubble mound | 6 | 0 | 8 | Accropode | m3 | 1.5 | 1:1.33 | Accropode | m3 | 1.5 | 1:1.33 | 4.2 | 5.5 | 0 | The cross-section changes as the breakwater becomes less exposed. Here the outer most exposed cross-section is presented | 24.8326 | 54.6756 | ||
30 | Galveston, Texas | Port entrance jetties | USA | 11500 | 13 | 0 | 0 | 1933 | 0 | Rubble mound | 0 | 0 | 0 | Rock | ton | 0.09 | 1:2 | Rock | ton | 0.09 | 1:2 | 1.22 | 2.44 | 0 | 29.335 | -94.7078 | ||||||
173 | Crescent City | USA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 41.7437 | -124.187 | ||||||||||||
174 | Humboldt Harbour | USA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 40.7639 | -124.238 | ||||||||||||
175 | Kahului Hawaii | USA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 20.8979 | -156.472 | ||||||||||||
176 | Manasquan inlet | USA | Rehabilitation of existing rock armoured | 0 | 0 | 0 | 1980 | 1982 | 0 | Rubble mound | 0 | 0 | 0 | Dolos | ton | 16 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | Steel reinforced dolos | 40.1018 | -74.0328 | |||||||
177 | Manasquan inlet | USA | repair | 0 | 0 | 0 | 1997 | 1997 | 0 | Rubble mound | 0 | 0 | 0 | Core-Loc | ton | 19 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 40.1018 | -74.0328 | ||||||||
178 | Santa Cruz | USA | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 0 | 0 | 0 | 36.9616 | -122.002 | ||||||||||||
179 | St. Georg, Alaska | USA | 9 | 0 | 0 | 0 | 1987 | 0 | DHI | Berm breakwater | 6.4 | 0 | 18 | Rock | ton | 9 | 1:1.5 | Rock | ton | 9 | 1:1.5 | 26 | 16.8 | 0 | 56.537 | -169.561 | ||||||
237 | Guam | USA | Shore protection | 0 | 0 | 0 | 2009 | 2010 | 0 | US Navy | IBC-TOA Corporation | Moffatt & Nichol | Revetment | 6 | 0 | 0 | Xbloc | m3 | 8 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 13.42 | 144.8 | ||||
284 | Buffalo | USA | 0 | 9 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Cubes | ton | 4 | 1:0 | Rock | ton | 0 | 1:0 | 3.8 | 0 | 0 | 42.854 | -78.872 | |||||||
320 | Racine, Wisconsin | breakwater in Lake Michigan | USA | 0 | 8 | 0 | 0 | 1986 | 0 | Berm breakwater | 4.4 | 0 | 10 | Rock | ton | 3.6 | 1:1 | Rock | ton | 0 | 1:1 | 16 | 0 | 0 | 42.735 | -87.773 | ||||||
337 | Richmond, CA | USA | Shoreline improvement | 0 | 0 | 0 | 0 | 1991 | 10 | City of Richmond | Ben C. Gerwick | Revetment | 1.5 | 0 | 0 | Rock | ton | 0.6 | 1:3 | ton | 0 | 1:0 | 0 | 0 | 0 | 37.88 | -122.323 | |||||
338 | San Francisco | USA | Breakwater repair | 0 | 0 | 0 | 0 | 2006 | 0 | Port of San Francisco | Ben C. Gerwick | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | special type of vertical breakwater | 37.794 | -122.389 | |||||
343 | Yaquina, OR | North jetty | USA | Rehabilitation | 2200 | 0 | 0 | 1978 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Rock | ton | 22.7 | 1:2 | Rock | ton | 0 | 1:2 | 0 | 0.8 | 0 | 44.612 | -124.072 | |||||
344 | Yaquina, OR | South jetty | USA | Rehabilitation | 2200 | 0 | 0 | 1966 | 0 | 0 | Rubble mound | 0 | 0 | 0 | Rock | ton | 0 | 1:0 | Rock | ton | 0 | 1:0 | 0 | 0 | 0 | 44.613 | -124.073 | |||||
538 | New York Harbor | 29th Street Pier Environmental Breakwate | USA | New construction | 270 | 6 | 0 | 0 | 2011 | 0 | Rubble mound | 0 | 0 | 0 | rock | 0 | 1:1.5 | rock | 0 | 1:1.5 | 0.8 | 1 | 0 | Environmental set of breakwaters to provide protection for erosion and improve aquatic habitat | 40.6632 | -74.0101 | ||||||
168 | Alderney | United Kingdom | 1433 | 0 | 17 | 1847 | 1864 | 0 | The States of Guernsey | Thomas Jackson | 7.6 | 0 | 0 | Rock | ton | 4 | 1:1.7 | 0 | 1:1.25 | 12.1 | 12 | 0 | 49.7272 | -2.19933 | ||||||||
169 | Douglas | United Kingdom | 360 | 0 | 0 | 1981 | 0 | 0 | 7 | 11 | 0 | Stabit | ton | 23 | 1:2 | 0 | 1:1.5 | 0 | 0 | 0 | 54.1461 | -4.46563 | ||||||||||
170 | Hartlepool West Harbour | Reconstruction | United Kingdom | 0 | 4 | 0 | 1991 | 1992 | 0 | 4 | 10 | 0 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 54.6888 | -1.19342 | |||||||||
171 | Plymouth | United Kingdom | 0 | 0 | 0 | 1812 | 0 | 0 | Rubble mound | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 6 | 0 | 0 | Cross-section subject to multiple historical alterations | 50.3343 | -4.14721 | ||||||||||
172 | Port Talbot | United Kingdom | 0 | 0 | 0 | 1966 | 1969 | 0 | Rubble mound | 0 | 0 | 0 | Rock | 0 | 1:0 | Rock | 0 | 1:0 | 0 | 0 | 0 | 51.5772 | -3.81023 | |||||||||
249 | Workington | United Kingdom | South breakwater repairs | 0 | 0 | 0 | 2006 | 2008 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 54.6516 | -3.57733 | ||||||||
281 | Alderney | United Kingdom | 0 | 20 | 0 | 0 | 0 | 0 | The States of Guernsey | Rubble mound | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 49.727 | -2.197 | ||||||||
302 | Ventnor, Wight | 2 new breakwaters | United Kingdom | 0 | 0 | 0 | 2002 | 2003 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 50.592 | -1.204 | ||||||
308 | Bruichladdich, Islay | United Kingdom | Extension | 0 | 0 | 0 | 0 | 0 | 0 | Haskoning | Rubble mound | 0 | 0 | 0 | Rock | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 55.766 | -6.359 | ||||||
314 | Mallaig | United Kingdom | 300 | 0 | 0 | 0 | 0 | 0 | Haskoning | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 57.008 | -5.826 | |||||||||
316 | Brighton marina | East breakwater | United Kingdom | 1220 | 0 | 0 | 0 | 0 | 0 | Haskoning | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 50.81 | -0.1 | |||||||
317 | Brighton marina | West breakwater | United Kingdom | 630 | 0 | 0 | 0 | 0 | 0 | Haskoning | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 50.81 | -0.1 | |||||||
334 | Watchet | United Kingdom | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 51.1829 | -3.32881 | ||||||||||
348 | Dover | United Kingdom | 0 | 14 | 0 | 1847 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 8.8 | Special type of vertical breakwater | 51.114 | 1.329 | ||||||||
349 | St. Catherine, Jersey | United Kingdom | 650 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 15 | 0 | 49.223 | -2.015 | |||||||||
350 | Peterhead | United Kingdom | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | ton | 0 | 1:0 | ton | 0 | 1:0 | 0 | 0 | 0 | 57.496 | -1.77371 | |||||||||
361 | Holyhead | Wave-dissipating blocks | United Kingdom | 0 | 0 | 0 | 0 | 0 | 0 | Composite breakwater | 0 | 0 | 0 | Cubes | ton | 0 | 1:0 | Cubes | ton | 0 | 1:1.25 | 13.5 | 0 | 0 | 53.325 | -4.633 | ||||||
405 | Scarborough | Seawall protecting coastal road | United Kingdom | 0 | 6 | 0 | 2002 | 2004 | 0 | Revetment | 6.8 | 0 | 10 | Accropode | m3 | 9 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 54.287 | -0.383 | |||||||
478 | Hartlepool marina | South pier | United Kingdom | 400 | 2 | 0 | 1991 | 1992 | 0 | Rubble mound | 4 | 0 | 10 | Accropode | m3 | 4 | 1:1.5 | ton | 0 | 1:0 | 0 | 0 | 0 | 54.686 | -1.194 | |||||||
485 | Tees & Hartlepool | United Kingdom | Reconstruction of roundhead | 0 | 0 | 0 | 1989 | 1989 | 0 | Rubble mound | 0 | 0 | 0 | Accropode | m3 | 2.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | 54.688 | -1.195 | |||||||
494 | Tees & Hartlepool | New breakwater | United Kingdom | 0 | 3 | 0 | 1988 | 1989 | 0 | Rubble mound | 6 | 0 | 12 | Accropode | m3 | 0.8 | 1:1.67 | ton | 0 | 1:0 | 0 | 0 | 0 | breaking waves | 54.687 | -1.195 | ||||||
534 | Newbiggin bay | Detached breakwater | United Kingdom | 200 | 9 | 0 | 2007 | 2007 | 0 | Rubble mound | 5.7 | 0 | 12 | Core-Loc | m3 | 3.9 | 1:1.5 | Core-Loc | m3 | 3.9 | 1:1.5 | 4.8 | 0 | 0 | 55.183 | -1.505 | ||||||
542 | Aberdeen Harbour | Expansion | United Kingdom | 600 | 12 | 0 | 2016 | 0 | 350 | Aberdeen Harbour | HR Wallingford | HR Wallingford | Rubble mound | 8.2 | 0 | 14.3 | Accropode II | m3 | 15 | 1:1.33 | rock | ton | 1 | 1:1.5 | 10.83 | 17.5 | 0 | 57.1338 | -2.04897 | |||
544 | Berwick Upon Tweed | Coastal Protection Breakwater | United Kingdom | New construction | 700 | 3 | 0 | 1826 | 0 | 0 | Caisson breakwater | 0 | 0 | 0 | 0 | 1:0 | 0 | 1:0 | 6.3 | 8 | 1.7 | 55.7641 | -1.98757 | |||||||||
452 | Piriapolis | Uruguay | Breakwater extension | 0 | 12 | 0 | 1995 | 1998 | 0 | Rubble mound | 4 | 0 | 8 | Accropode | m3 | 2.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | -34.874 | -55.282 | |||||||
489 | Punta Carretas | Uruguay | 0 | 0 | 0 | 1988 | 1991 | 0 | Revetment | 3.6 | 0 | 0 | Accropode | m3 | 2.5 | 1:1.33 | ton | 0 | 1:0 | 0 | 0 | 0 | -34.929 | -56.159 | ||||||||
180 | Dung Quat | Vietnam | 0 | 16 | 0 | 2001 | 0 | 0 | Rubble mound | 7.3 | 0 | 13.8 | Accropode | 16 | 0 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | 15.4266 | 108.76 | |||||||||
181 | Al Mukalla commercial port | Yemen | 0 | 7 | 0 | 1983 | 1984 | 0 | 0 | 0 | 0 | Accropode | m3 | 6 | 1:1.5 | 0 | 1:0 | 0 | 0 | 0 | 14.5303 | 49.1153 | ||||||||||
182 | Bal Haf LNG terminal | Yemen | 0 | 19 | 0 | 2006 | 0 | 0 | Rubble mound | 4.5 | 0 | 11 | Accropode | m3 | 4 | 1:1.33 | 0 | 1:0 | 0 | 0 | 0 | in progress | 13.977 | 48.176 |