DISTRIBUTED FIBRE OPTIC SENSING | |
ES&S together with its partner Smartec have the capability to design, install and commission fibre optic monitoring systems used for structural monitoring, pipeline leak detection, dam seepage, slope stability, open pit mines and land slides. The biggest advantage distributed sensing has over conventional sensing is the ability to monitor thousands of points over a single fibre spanning kilometres. Fibre optic technology is passive meaning they are unaffected by transient currents and importantly unlikely to be damaged by lightening. The use of discrete sensors on long pipelines or rail is practically impossible since it requires complex cabling and multiple data acquisition systems raising costs. With Fibre optic distributed sensing, monitoring becomes cost effective since the actual fibre is the sensor. Structural and functional monitoring can significantly improve the asset management and safety. Ultimately the safety is increased, maintenance costs are optimised and economic losses decreased. ES&S aims to produce cost effective integrated systems which may include combining conventional sensors, fibre optics, vibrating wire and vibration monitoring. ES&S is a unique Australian company that has the expertise to provide such integrated systems. |
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Monitoring | Key benefits for monitoring are: |
Structural Monitoring | The aim of structural monitoring is to provide real data regarding condition of the structure, its behaviour or response, monitoring its changes caused by loading, affects of aging and detection of new degradations. Ideally the best results are managed when monitoring systems are implemented during the construction phase providing information on the structures state, performance and evolution. Monitoring structures like bridges, towers, tunnels, buildings, power plants, dams, roads and harbours are of particular interest. |
Slopes & Mines | Distributed systems can pick up early hot spots of strain on a slope or open pit face. Geotechnical engineers use this information to mitigate the slope, improving safety. Some advantages over existing technologies include a greater special coverage, enhanced reliability because results are not influenced by weather, dust or vegetation |
Pipelines & Rail |
Distributed sensing can identify leakages, verify pipeline operational parameters, prevent failures due to slope failures or fault zones, optimise oil production from wells and detect temperature anomalies usually indicating blockages or pipeline wear. Fibre optic techniques can monitor pipelines and rail tracks that are under strain typically caused by settlement due to underground mines or nearby blasting. Other applications include the shutting down of high speed railways in case of structural damage caused be earthquakes, similarly the shutting down of damaged gas pipelines. Ecologic or environmental disasters can be avoided or minimised if pipeline leaks are detected early. Often pipelines are under high pressure meaning any presence of leaks great or small may produce a massive negative impact. Moreover, such events lead to lost revenue due to downtime and in some cases greater financial loss for remediation. |
REFERENCES & PAST PROJECTS | ||
Bridges |
Dynamic test on railway viaduct (Italy, 2007) Santa Rita Bridge Monitoring (Italy, 2006) Orlean Bridge Dynamic Test (Canada, 2006) Pont Adolphe Luxembourg (Luxembourg, 2006 - 07) Manhattan Bridge Monitoring (United States, 2005 - 07) Gota Bridge Monitoring (Sweden, 2005) Ke-Ya Bridge (Taiwan, 2004) New Mexico I10 Bridge (United States of America, 2004) Baiersdorf Road bridge (Germany, 2004 - 05) Shu-Yu Bridge (Taiwan, 2004) Zhee Yen Bridge (Taiwan, 2004) Curved concrete bridge in Lugano (Switzerland, 2004 - 05) Cable stayed bridge in Venice (Italy, 2003 - 05) Traneberg Arch Bridge (Sweden, 2003) Bolshoi Moskvoretskiy Bridge (Russia, 2003) Arsta Bridge (Sweden, 2002 - 03) Millau Viaduct (France, 2002 - 05) Krk Bridge (Croatia, 2002) Schladming Bridge (Austria, 2002) Salzachbruecke Mittersill (Austria, 2001) Inabe (Japan, 2000) Kameura (Japan, 2000) Pont Canal (Belgium, 2000) Siggenthal (Switzerland, 2000) Rio Puerco (USA, 2000) Lehrter Bahnhof Berlin (Germany, 2000 - 02) Colle Isarco (Italy, 1999) Vermont (USA, 1998) Horsetail Fall (USA, 1998) Mezzovico (Switzerland, 1998) Thielle Bridge (Switzerland, 1998) Vaux FBG (Switzerland, 1997) Vaux (Switzerland, 1997) Bissone (Switzerland, 1996) OA402 (Switzerland, 1996) Lully (Switzerland, 1996 - 98) Versoix (Switzerland, 1996 - 99) Lutrive (Switzerland, 1996 - 00) Moesa (Switzerland, 1996) Venoge (Switzerland, 1995 - 97) |
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Buildings |
33 Floors High-rise (Japan, 2006) |
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Historic Buildings |
Riga Dome Monitoring (Latvia, 2006 - 07) |
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Harbour Structures | Rotterdam Harbour (Holland, 2006) Colombo pier (Italy, 2003) Wave breaker monitoring, Genova harbor (Italy, 2002) San Giorgio Pier (Italy, 2000) Monitoring pile testing (Togo, 1997) |
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Dams and Levees | Kalivac Dam Temperature Monitoring (Albania, 2007 - 10) Shiabishe Lower Dam (Iran, 2007 - 09) Nam Ngum 2 Dam Leakage monitoring (Laos, 2007 - 09) Canales Dam clay core (Spain, 2006) Koudiat Acerdoune Dam Algeria (Algeria, 2006) Bitumen Joint Monitoring (Latvia, 2004) Retarding basin (Japan, 2000) Luzzone dam raising (Switzerland, 1997) Emosson (Switzerland, 1997) |
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Nuclear Industry | Praclay Gallery Monitoring (Belgium, 2006) Pressure Pipe Testing (France, 2004) SOFO qualification for nuclar applications (Japan, 2000) Gentilly confinement wall (Canada, 1999) New Brunswick Power plant confinement wall (Canada, 1999) Manitoba Underground Plug Test (Canada, 1998) Japanese NPS mockup at Sandia (USA, 1998) MAEVA Mockup (France, 1997) |
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Geostructures |
ITM/SOIL Piles Dynamic testing (UK, 2007) EU Polytect - Geotextiles (EU project, 2006) Burj tower foundations Dubai (UAE, 2006) Expo 98 anchor monitoring (Portugal, 2003) Eurogate (Switzerland, 2000) Nordtangente (Switzerland, 2000) Tainan Semiconductor Fab (Taiwan, 2000) Wegerhaus (Switzerland, 1999) UCLA / Caltrans (USA, 1999) Crissier MMM (Switzerland, 1998) EPFL MT Building (Switzerland, 1998) Lugano, lake shores (Switzerland, 1998) Slope retaining wall (Switzerland, 1998) SBB retaining wall (Switzerland, 1998) Lugano, via Motta (Switzerland, 1998) Horw (Switzerland, 1997 - 98) Val Rovana (Switzerland, 1994) |
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Tunnels |
AES Cartagena Hydraulic Tunnel Monitoring (Spain, 2005 - 06) Shimakawahara Tunnel (Japan, 2003) Soumagne Tunnel (Belgium, 2003) Mittelholz Tunnel Monitoring (Switzerland, 2002) Milano Subway (Italy, 2001 - 03) Thunstetten Cut-and-cover Tunnel (Switzerland, 2001 - 03) Alptransit Buttresses (Switzerland, 2001) Metropolitan Subway DongDaeMun (Korea, 2000) Aina tunnel crack monitoring (Japan, 2000) Onnens Motorway A5 (Switzerland, 2000 - 03) Nunobiki tunnel crack monitoring (Japan, 2000) Metropolitan Subway WangSipRi (Korea, 1999) Vienna Water Supply Line (Austria, 1999) Champ Baly (Switzerland, 1999) N5 Cut-and-cover (Switzerland, 1997) Mt Terri (Switzerland, 1997 - 00) Luzzone Chamber (Switzerland, 1997) |
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Landslides | Gradenbach Landslide (Austria, 2007) Landslide La Frasse (Switzerland, 2005) Trento Landslide (Italy, 2003) Chao Hsi landslide (Taiwan, 2003 - 04) Landslide Melide (Switzerland, 2001) Land slide Val Cavanna monitoring (Switzerland, 2001) Eiblschrofn rock-wall (Austria, 1999) |
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Pavements | CKS airport pavement (Republic of China (Taiwan), 2002) Oregon weight in motion (USA, 2000) LAVOC Test (Switzerland, 1997) Bedano (Switzerland, 1997) |
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Oil & Gas Production | ||
Pipelines | SHELL Pipeline Leakage Simulation (Norway, 2007) |
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Ships | Four Island Tanker (Vietnam, 2007) |
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Laboratory Testing |
Composite Tank Monitoring (Poland, 2007) EDF Concrete Slab Tests (Germany, 2007) Early-age concrete monitoring (The Netherlands, 2007) Laboratory Equipment EPM (Canada, 2006) SMARTProfile sensitivity test (Switzerland, 2006) ZAG Laboratory test (Slovenia, 2005) Retrofitted RC beam (Japan, 2004) Cable production (The Netherlands, 2003 - 04) Overhead lines testing (UK, 2003) Shaking table test (Italy, 2003 - 04) Concrete setting evaluation (Switzerland, 2002 - 05) SAMARIS Project (Switzerland, 2002 - 05) Port & Harbour institute (Japan, 2000) Slab adherence (Italy, 2000) Steel beam vibration (USA, 1998) Concrete holography table EPFL (Switzerland, 1998) Wall in soil model (Switzerland, 1998) Expo02 Membranes (Switzerland, 1998) LCPC SOFO Sensor testing (France, 1998) Timber beam (Switzerland, 1998) Expo02 Tensegrity (Switzerland, 1998) Wall-slab deformations (Switzerland, 1997) Steel plate deformations (Switzerland, 1997) Timber beam load test (Switzerland, 1997) Steel-concrete slab/column (Switzerland, 1997) Old-new concrete slabs (Switzerland, 1997) Fatigue of concrete slabs (Switzerland, 1997) RPC Concrete beam (Switzerland, 1996) Steel-concrete slab (Switzerland, 1996) Concrete beam (UK, 1996) Concrete tendon (Switzerland, 1995) Timber-concrete slab (Switzerland, 1995) Concrete holography table IMM (Switzerland, 1993) |
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Other Domains | Micro force sensing in bio tissue (France, 2007) |
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