qr code c# windows phone Use of Optic Sensors in Software

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8124 Use of Optic Sensors
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1 Long gage-length interferometric optical sensors for condition assessment in bridge structures: Optical sensor technology is a potentially important element in the development of a bridge monitoring system Long gage-length sensors are expected to be more effective in detecting changes in global dynamic response, effectively integrating the response along predetermined lengths of the structure For detecting changes in bridge structure, dynamic response is used in conjunction with pattern recognition techniques Research has utilized the inherent characteristics of ber-optic cable to develop a variable gage-length interferometric sensor Sensor location is critical when using point sensors 2 Fiber optic distributed crack sensors for concrete structures: A distributed ber optic sensor is developed for embedment in concrete structures The sensor consists of a number of individual segments on one line with gauge lengths designed according to the structural and materials requirements An optical time domain re ectometer (OTDR) is employed for interrogation of the sensor signal
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813 ADAPTIVE MANAGEMENT AND MAINTENANCE FOR BRIDGES OVER WATERWAYS
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8131 Higher Degree of Maintenance
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1 Scour critical bridges typically require a higher degree of maintenance than those over intersections Since streams are dynamic, and since many bridge protection measures include living plants and biodegradable material, the potential is high for stabilization measures to change in some way over time and through ood events If monitoring indicates that a
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bridge protection countermeasure is no longer meeting design criteria, then adjustments can be made to ensure the continued long-term function of the technique Such maintenance is called adaptive management because it is geared to identify over time what countermeasures are best for bridge scour, while minimizing impacts to ora and fauna 2 Gradual changes that can be monitored include: Migrating meander forms Sediment supply from upstream Impacts to vegetation When a high ow event occurs, changes may be sudden and unexpected
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8132 Use of Special Access Equipment for Above Water Inspection
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1 A complete report will be prepared for each substructure It will include: Field notes Photographs of general conditions Locations of deterioration of substructure elements Bridge substructure sketches with highlighted details Conclusion with recommendations for repairs and cost estimates 2 For bridges located over rivers, the engineer will utilize special access equipment, such as: Bridge tracker (a rubber-tracked bucket truck that can operate in water depths of up to 8 ft and has a 42 ft working height) Bucket boat (a medium boat-sized water vessel equipped with a hydraulic bow thruster that uses outrigger pontoons) Other mechanical systems for stability that have a working height of 66 ft and need 12 inches of draft Spider or hi-lo system (allows vertical access for piers, walls, and abutments in excess of 1000 ft) for full-depth inspection of all bridge substructure elements This special access equipment will not impact bridge vehicular and pedestrian traf c An Aspen Aerials UB truck with MPT will be utilized in limited situations The Aspen Aerial UB truck will permit the inspector access to bridge component locations that are inaccessible from below 3 The inspection sequence chosen by the engineer should be designed to: Maximize the effective capabilities of the under-deck access equipment Take advantage of the average seasonal climate and low river depth conditions Minimize the impact to vehicular traf c Allow the completion of all inspection work within the proposed time frame 4 Inspection of the bridge substructures will utilize the bucket boat before the river s drop in water depth precludes the use of a boat The bridge tracker will be utilized on areas of the canal that are less than 8 ft deep and do not demand more than 40 ft working height The bucket boat will be used in the main channel, and the bridge tracker will be used closer to the banks where the water depth is much lower If site conditions permit, both pieces of access equipment will be used concurrently while inspecting a bridge
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