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...

Ausführliche Beschreibung

Gespeichert in:
Bibliographische Detailangaben
Veröffentlicht in:Fresenius environmental bulletin 2019-02, Vol.28 (2), p.956
Hauptverfasser: Ozcan, Orkan, Ozcan, Okan
Format: Artikel
Sprache:eng
Schlagworte:
Online-Zugang:Volltext
Tags: Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
container_end_page
container_issue 2
container_start_page 956
container_title Fresenius environmental bulletin
container_volume 28
creator Ozcan, Orkan
Ozcan, Okan
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.
format Article
fullrecord <record><control><sourceid>proquest</sourceid><recordid>TN_cdi_proquest_journals_2216895665</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>2216892184</sourcerecordid><originalsourceid>FETCH-LOGICAL-p211t-ab80032aa84b03165bfb0f1316ea76822ab738d99f2f4b91e453c972f7dc8e903</originalsourceid><addsrcrecordid>eNqFjb1qwzAAhEVpoSHNOwg6C_RnWRpVW7INthVUZ0iXYCXWEEqTxsn7V9DsueU-uOPuCSyIIBhRhvlzYkwk4oKoV7Ca5yNOEjSngi3A1lhrigE6C-tt6V1lXOf8unatq5pCt7CodV-ZT9j00LbOlXDd6sSuhx--KSsDu007NKjWX9qn0HjrfKf7wryBlzh-z9Pq7kuwsWYoanRfRmdKyBWNQWLM6DhKHjAjIgsx4EgSTWMuJKVjyJk8KBVp5EGRiWdsr3Ia88NeTgqzJXj_3z1fTr-3ab7ujqfb5Sdd7iglQqpMiOxxixLJ2R_FiFJp</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>2216892184</pqid></control><display><type>article</type><title>EFFECT OF HYDROGEOMORPHOLOGICAL CHANGES IN FLOOD PLAIN ON BRIDGE MULTI-HAZARD PERFORMANCE</title><source>Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals</source><creator>Ozcan, Orkan ; Ozcan, Okan</creator><creatorcontrib>Ozcan, Orkan ; Ozcan, Okan</creatorcontrib><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><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>
fulltext fulltext
identifier ISSN: 1018-4619
ispartof Fresenius environmental bulletin, 2019-02, Vol.28 (2), p.956
issn 1018-4619
1610-2304
language eng
recordid cdi_proquest_journals_2216895665
source Elektronische Zeitschriftenbibliothek - Frei zugängliche E-Journals
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
url https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-19T14%3A35%3A11IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=EFFECT%20OF%20HYDROGEOMORPHOLOGICAL%20CHANGES%20IN%20FLOOD%20PLAIN%20ON%20BRIDGE%20MULTI-HAZARD%20PERFORMANCE&rft.jtitle=Fresenius%20environmental%20bulletin&rft.au=Ozcan,%20Orkan&rft.date=2019-02-01&rft.volume=28&rft.issue=2&rft.spage=956&rft.pages=956-&rft.issn=1018-4619&rft.eissn=1610-2304&rft_id=info:doi/&rft_dat=%3Cproquest%3E2216892184%3C/proquest%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=2216892184&rft_id=info:pmid/&rfr_iscdi=true