EFFECT OF HYDROGEOMORPHOLOGICAL CHANGES IN FLOOD PLAIN ON BRIDGE MULTI-HAZARD PERFORMANCE
Unmarmed Aerial Systems (UASs) are widely used for various applications, especially for large-scale mapping of flood plains. The Unmarmed Aerial Vehicles (UAVs) act as a bridge to fill the gap between the satellite and the field scale, as they provide an alternative to temporal and spatial resolutio...
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Veröffentlicht in: | Fresenius environmental bulletin 2019-02, Vol.28 (2), p.956 |
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description | Unmarmed Aerial Systems (UASs) are widely used for various applications, especially for large-scale mapping of flood plains. The Unmarmed Aerial Vehicles (UAVs) act as a bridge to fill the gap between the satellite and the field scale, as they provide an alternative to temporal and spatial resolution to the satellite imagery and can be directly linked to the terrestrial measurements. In the study, UAV -derived point clouds are used to create very high-resolution surface models based on Structure from Motion (SfM) technique, which is applied for the creation of 3-D models from unstructured imagery and frequently used in conjunction with UA V s. Thus, seasonal hydrogeomorphological changes in the Boga9ay River flood plain in Antalya Province have been evaluated by using fine resolution UA V -derived orthophotos and Digital Surface Models (DSMs). The monitored landscape changes were determined to have the utmost influence on the multihazard performance of the bridges, which are located on the study region. Further, in the light of this information, the seismic performance of reinforced concrete (RC) bridge infrastructure was determined via static pushover methods. In the study region, the scour depths were determined to reach maximum of 2.2 meters under the bridge piers. The scour-induced reduction in pile lateral displacement capacities was detected to deteriorate the seismic performance of the bridges. |
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The Unmarmed Aerial Vehicles (UAVs) act as a bridge to fill the gap between the satellite and the field scale, as they provide an alternative to temporal and spatial resolution to the satellite imagery and can be directly linked to the terrestrial measurements. In the study, UAV -derived point clouds are used to create very high-resolution surface models based on Structure from Motion (SfM) technique, which is applied for the creation of 3-D models from unstructured imagery and frequently used in conjunction with UA V s. Thus, seasonal hydrogeomorphological changes in the Boga9ay River flood plain in Antalya Province have been evaluated by using fine resolution UA V -derived orthophotos and Digital Surface Models (DSMs). The monitored landscape changes were determined to have the utmost influence on the multihazard performance of the bridges, which are located on the study region. Further, in the light of this information, the seismic performance of reinforced concrete (RC) bridge infrastructure was determined via static pushover methods. In the study region, the scour depths were determined to reach maximum of 2.2 meters under the bridge piers. The scour-induced reduction in pile lateral displacement capacities was detected to deteriorate the seismic performance of the bridges.</description><identifier>ISSN: 1018-4619</identifier><identifier>EISSN: 1610-2304</identifier><language>eng</language><publisher>Freising: Parlar Scientific Publications</publisher><subject>Bridge piers ; Flood mapping ; Floodplains ; Floods ; Landscape ; Lateral displacement ; Measuring instruments ; Piers ; Reinforced concrete ; Rivers ; Satellite imagery ; Seismic activity ; Seismic engineering ; Seismic response ; Spatial resolution ; Terrestrial environments ; Three dimensional models ; Unmanned aerial vehicles</subject><ispartof>Fresenius environmental bulletin, 2019-02, Vol.28 (2), p.956</ispartof><rights>Copyright Parlar Scientific Publications Feb 2019</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,777,781</link.rule.ids></links><search><creatorcontrib>Ozcan, Orkan</creatorcontrib><creatorcontrib>Ozcan, Okan</creatorcontrib><title>EFFECT OF HYDROGEOMORPHOLOGICAL CHANGES IN FLOOD PLAIN ON BRIDGE MULTI-HAZARD PERFORMANCE</title><title>Fresenius environmental bulletin</title><description>Unmarmed Aerial Systems (UASs) are widely used for various applications, especially for large-scale mapping of flood plains. The Unmarmed Aerial Vehicles (UAVs) act as a bridge to fill the gap between the satellite and the field scale, as they provide an alternative to temporal and spatial resolution to the satellite imagery and can be directly linked to the terrestrial measurements. In the study, UAV -derived point clouds are used to create very high-resolution surface models based on Structure from Motion (SfM) technique, which is applied for the creation of 3-D models from unstructured imagery and frequently used in conjunction with UA V s. Thus, seasonal hydrogeomorphological changes in the Boga9ay River flood plain in Antalya Province have been evaluated by using fine resolution UA V -derived orthophotos and Digital Surface Models (DSMs). The monitored landscape changes were determined to have the utmost influence on the multihazard performance of the bridges, which are located on the study region. Further, in the light of this information, the seismic performance of reinforced concrete (RC) bridge infrastructure was determined via static pushover methods. In the study region, the scour depths were determined to reach maximum of 2.2 meters under the bridge piers. The scour-induced reduction in pile lateral displacement capacities was detected to deteriorate the seismic performance of the bridges.</description><subject>Bridge piers</subject><subject>Flood mapping</subject><subject>Floodplains</subject><subject>Floods</subject><subject>Landscape</subject><subject>Lateral displacement</subject><subject>Measuring instruments</subject><subject>Piers</subject><subject>Reinforced concrete</subject><subject>Rivers</subject><subject>Satellite imagery</subject><subject>Seismic activity</subject><subject>Seismic engineering</subject><subject>Seismic response</subject><subject>Spatial resolution</subject><subject>Terrestrial environments</subject><subject>Three dimensional models</subject><subject>Unmanned aerial vehicles</subject><issn>1018-4619</issn><issn>1610-2304</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFjb1qwzAAhEVpoSHNOwg6C_RnWRpVW7INthVUZ0iXYCXWEEqTxsn7V9DsueU-uOPuCSyIIBhRhvlzYkwk4oKoV7Ca5yNOEjSngi3A1lhrigE6C-tt6V1lXOf8unatq5pCt7CodV-ZT9j00LbOlXDd6sSuhx--KSsDu007NKjWX9qn0HjrfKf7wryBlzh-z9Pq7kuwsWYoanRfRmdKyBWNQWLM6DhKHjAjIgsx4EgSTWMuJKVjyJk8KBVp5EGRiWdsr3Ia88NeTgqzJXj_3z1fTr-3ab7ujqfb5Sdd7iglQqpMiOxxixLJ2R_FiFJp</recordid><startdate>20190201</startdate><enddate>20190201</enddate><creator>Ozcan, Orkan</creator><creator>Ozcan, Okan</creator><general>Parlar Scientific Publications</general><scope>7ST</scope><scope>7T7</scope><scope>7U7</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>P64</scope><scope>SOI</scope></search><sort><creationdate>20190201</creationdate><title>EFFECT OF HYDROGEOMORPHOLOGICAL CHANGES IN FLOOD PLAIN ON BRIDGE MULTI-HAZARD PERFORMANCE</title><author>Ozcan, Orkan ; Ozcan, Okan</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-p211t-ab80032aa84b03165bfb0f1316ea76822ab738d99f2f4b91e453c972f7dc8e903</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Bridge piers</topic><topic>Flood mapping</topic><topic>Floodplains</topic><topic>Floods</topic><topic>Landscape</topic><topic>Lateral displacement</topic><topic>Measuring instruments</topic><topic>Piers</topic><topic>Reinforced concrete</topic><topic>Rivers</topic><topic>Satellite imagery</topic><topic>Seismic activity</topic><topic>Seismic engineering</topic><topic>Seismic response</topic><topic>Spatial resolution</topic><topic>Terrestrial environments</topic><topic>Three dimensional models</topic><topic>Unmanned aerial vehicles</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Ozcan, Orkan</creatorcontrib><creatorcontrib>Ozcan, Okan</creatorcontrib><collection>Environment Abstracts</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</collection><collection>Toxicology Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Biotechnology and BioEngineering Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Fresenius environmental bulletin</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Ozcan, Orkan</au><au>Ozcan, Okan</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>EFFECT OF HYDROGEOMORPHOLOGICAL CHANGES IN FLOOD PLAIN ON BRIDGE MULTI-HAZARD PERFORMANCE</atitle><jtitle>Fresenius environmental bulletin</jtitle><date>2019-02-01</date><risdate>2019</risdate><volume>28</volume><issue>2</issue><spage>956</spage><pages>956-</pages><issn>1018-4619</issn><eissn>1610-2304</eissn><abstract>Unmarmed Aerial Systems (UASs) are widely used for various applications, especially for large-scale mapping of flood plains. The Unmarmed Aerial Vehicles (UAVs) act as a bridge to fill the gap between the satellite and the field scale, as they provide an alternative to temporal and spatial resolution to the satellite imagery and can be directly linked to the terrestrial measurements. In the study, UAV -derived point clouds are used to create very high-resolution surface models based on Structure from Motion (SfM) technique, which is applied for the creation of 3-D models from unstructured imagery and frequently used in conjunction with UA V s. Thus, seasonal hydrogeomorphological changes in the Boga9ay River flood plain in Antalya Province have been evaluated by using fine resolution UA V -derived orthophotos and Digital Surface Models (DSMs). The monitored landscape changes were determined to have the utmost influence on the multihazard performance of the bridges, which are located on the study region. Further, in the light of this information, the seismic performance of reinforced concrete (RC) bridge infrastructure was determined via static pushover methods. In the study region, the scour depths were determined to reach maximum of 2.2 meters under the bridge piers. The scour-induced reduction in pile lateral displacement capacities was detected to deteriorate the seismic performance of the bridges.</abstract><cop>Freising</cop><pub>Parlar Scientific Publications</pub></addata></record> |
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subjects | Bridge piers Flood mapping Floodplains Floods Landscape Lateral displacement Measuring instruments Piers Reinforced concrete Rivers Satellite imagery Seismic activity Seismic engineering Seismic response Spatial resolution Terrestrial environments Three dimensional models Unmanned aerial vehicles |
title | EFFECT OF HYDROGEOMORPHOLOGICAL CHANGES IN FLOOD PLAIN ON BRIDGE MULTI-HAZARD PERFORMANCE |
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