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Water inflow into tunnels; assessment of the Gerede water transmission tunnel (Turkey) with complex hydrogeology
The Gerede is the longest and most problematic water transmission tunnel in Turkey, at 31.6 km long with an overburden of 600 m. The tunnel will transmit water from the Ulusu river to the Camlidere reservoir. High-pressure water ingresses as well as collapses have resulted in many delays. Although c...
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Published in: | Quarterly journal of engineering geology and hydrogeology 2019-08, Vol.52 (3), p.346-359 |
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description | The Gerede is the longest and most problematic water transmission tunnel in Turkey, at 31.6 km long with an overburden of 600 m. The tunnel will transmit water from the Ulusu river to the Camlidere reservoir. High-pressure water ingresses as well as collapses have resulted in many delays. Although construction began in 2012, and was intended to be completed in 2014, completion is now estimated in 2018. The tunnel passes through permeable Tertiary sedimentary and volcano-sedimentary rocks, and Jurassic-Cretaceous limestone. A total of 45 water ingresses have occurred along the 26 km excavated. The total discharge was 1.7 m3/s at the beginning and decreased to 0.5 m3/s over time. The recharge conditions, tectonic structures, progress of the excavation and sealing by grouting affect the quantity, locations, and temporal changes of the water ingresses. The major faults and formation contacts are the most problematic sites to be considered. With the many delays in the tunnel, driving plan and TBM were changed while the construction continued. The tunnel shows that, particularly hydrogeological conditions should be taken into consideration to the choice of TBM and driving course. However, the events that taken place are an important experience for future projects. |
doi_str_mv | 10.1144/qjegh2017-125 |
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The tunnel will transmit water from the Ulusu river to the Camlidere reservoir. High-pressure water ingresses as well as collapses have resulted in many delays. Although construction began in 2012, and was intended to be completed in 2014, completion is now estimated in 2018. The tunnel passes through permeable Tertiary sedimentary and volcano-sedimentary rocks, and Jurassic-Cretaceous limestone. A total of 45 water ingresses have occurred along the 26 km excavated. The total discharge was 1.7 m3/s at the beginning and decreased to 0.5 m3/s over time. The recharge conditions, tectonic structures, progress of the excavation and sealing by grouting affect the quantity, locations, and temporal changes of the water ingresses. The major faults and formation contacts are the most problematic sites to be considered. With the many delays in the tunnel, driving plan and TBM were changed while the construction continued. The tunnel shows that, particularly hydrogeological conditions should be taken into consideration to the choice of TBM and driving course. However, the events that taken place are an important experience for future projects.</description><identifier>ISSN: 1470-9236</identifier><identifier>EISSN: 2041-4803</identifier><identifier>DOI: 10.1144/qjegh2017-125</identifier><language>eng</language><publisher>Bath: Geological Society of London</publisher><subject>Asia ; Camloidere Reservoir ; carbonate rocks ; Collapse ; construction ; Cretaceous ; Dredging ; drinking water ; Engineering geology ; Excavation ; excavations ; geologic hazards ; Gerede Tunnel ; ground water ; Grouting ; high pressure ; hydraulics ; Hydrogeology ; Inflow ; Jurassic ; land subsidence ; Limestone ; Marvi Tunnel ; Middle East ; mine dewatering ; natural hazards ; Overburden ; permeability ; pressure ; pumping ; risk assessment ; Rivers ; Sedimentary rocks ; Suruc Tunnel ; Tectonics ; Temporal variations ; Tertiary ; Tunnels ; Turkey ; Ulusu River ; Volcanoes ; Water ; water supply ; Zamanti Tunnel</subject><ispartof>Quarterly journal of engineering geology and hydrogeology, 2019-08, Vol.52 (3), p.346-359</ispartof><rights>GeoRef, Copyright 2022, American Geosciences Institute. Reference includes data from GeoScienceWorld @Alexandria, VA @USA @United States. Reference includes data from The Geological Society, London @London @GBR @United Kingdom</rights><rights>2019 The Author(s). Published by The Geological Society of London. All rights reserved</rights><rights>Copyright Geological Society Publishing House Aug 2019</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a357t-a17c16e474d07c400fbbc5fb513ffc4a197e6d83ca8a4c653eba43bb90c4cd4d3</citedby><cites>FETCH-LOGICAL-a357t-a17c16e474d07c400fbbc5fb513ffc4a197e6d83ca8a4c653eba43bb90c4cd4d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,4028,27924,27925</link.rule.ids></links><search><creatorcontrib>Apaydin, Ahmet</creatorcontrib><creatorcontrib>Korkmaz, Nur</creatorcontrib><creatorcontrib>Ciftci, Donmez</creatorcontrib><title>Water inflow into tunnels; assessment of the Gerede water transmission tunnel (Turkey) with complex hydrogeology</title><title>Quarterly journal of engineering geology and hydrogeology</title><description>The Gerede is the longest and most problematic water transmission tunnel in Turkey, at 31.6 km long with an overburden of 600 m. The tunnel will transmit water from the Ulusu river to the Camlidere reservoir. High-pressure water ingresses as well as collapses have resulted in many delays. Although construction began in 2012, and was intended to be completed in 2014, completion is now estimated in 2018. The tunnel passes through permeable Tertiary sedimentary and volcano-sedimentary rocks, and Jurassic-Cretaceous limestone. A total of 45 water ingresses have occurred along the 26 km excavated. The total discharge was 1.7 m3/s at the beginning and decreased to 0.5 m3/s over time. The recharge conditions, tectonic structures, progress of the excavation and sealing by grouting affect the quantity, locations, and temporal changes of the water ingresses. The major faults and formation contacts are the most problematic sites to be considered. With the many delays in the tunnel, driving plan and TBM were changed while the construction continued. The tunnel shows that, particularly hydrogeological conditions should be taken into consideration to the choice of TBM and driving course. However, the events that taken place are an important experience for future projects.</description><subject>Asia</subject><subject>Camloidere Reservoir</subject><subject>carbonate rocks</subject><subject>Collapse</subject><subject>construction</subject><subject>Cretaceous</subject><subject>Dredging</subject><subject>drinking water</subject><subject>Engineering geology</subject><subject>Excavation</subject><subject>excavations</subject><subject>geologic hazards</subject><subject>Gerede Tunnel</subject><subject>ground water</subject><subject>Grouting</subject><subject>high pressure</subject><subject>hydraulics</subject><subject>Hydrogeology</subject><subject>Inflow</subject><subject>Jurassic</subject><subject>land subsidence</subject><subject>Limestone</subject><subject>Marvi Tunnel</subject><subject>Middle East</subject><subject>mine dewatering</subject><subject>natural hazards</subject><subject>Overburden</subject><subject>permeability</subject><subject>pressure</subject><subject>pumping</subject><subject>risk assessment</subject><subject>Rivers</subject><subject>Sedimentary rocks</subject><subject>Suruc Tunnel</subject><subject>Tectonics</subject><subject>Temporal variations</subject><subject>Tertiary</subject><subject>Tunnels</subject><subject>Turkey</subject><subject>Ulusu River</subject><subject>Volcanoes</subject><subject>Water</subject><subject>water supply</subject><subject>Zamanti Tunnel</subject><issn>1470-9236</issn><issn>2041-4803</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2019</creationdate><recordtype>article</recordtype><recordid>eNqFkM9LwzAYhoMoOKdH7wEvE6nmV5sOTzJ0CgMvE48lTb9unV3SJSm1_73VDfHm6b087_t9PAhdUnJLqRB3uw2s1oxQGVEWH6ERI4JGIiX8GI2okCSaMp6cojPvN4SwhEk5Qs27CuBwZcradkMEi0NrDNT-HivvwfstmIBticMa8BwcFIC7n05wyvht5X1lzaGEJ8vWfUB_jbsqrLG226aGT7zuC2dXYGu76s_RSalqDxeHHKO3p8fl7DlavM5fZg-LSPFYhkhRqWkCQoqCSC0IKfNcx2UeU16WWig6lZAUKdcqVUInMYdcCZ7nU6KFLkTBx-hqv9s4u2vBh2xjW2eGkxljKWckoSIZqGhPaWe9d1Bmjau2yvUZJdm31OxXajZIHfjJnl_5-l_05oCC9boCo6Gzri7-_EHoNCMkZinjX5KSiXI</recordid><startdate>20190801</startdate><enddate>20190801</enddate><creator>Apaydin, Ahmet</creator><creator>Korkmaz, Nur</creator><creator>Ciftci, Donmez</creator><general>Geological Society of London</general><general>The Geological Society of London</general><general>Geological Society Publishing House</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7TG</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>H96</scope><scope>H97</scope><scope>KL.</scope><scope>KR7</scope><scope>L.G</scope></search><sort><creationdate>20190801</creationdate><title>Water inflow into tunnels; assessment of the Gerede water transmission tunnel (Turkey) with complex hydrogeology</title><author>Apaydin, Ahmet ; Korkmaz, Nur ; Ciftci, Donmez</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a357t-a17c16e474d07c400fbbc5fb513ffc4a197e6d83ca8a4c653eba43bb90c4cd4d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2019</creationdate><topic>Asia</topic><topic>Camloidere Reservoir</topic><topic>carbonate rocks</topic><topic>Collapse</topic><topic>construction</topic><topic>Cretaceous</topic><topic>Dredging</topic><topic>drinking water</topic><topic>Engineering geology</topic><topic>Excavation</topic><topic>excavations</topic><topic>geologic hazards</topic><topic>Gerede Tunnel</topic><topic>ground water</topic><topic>Grouting</topic><topic>high pressure</topic><topic>hydraulics</topic><topic>Hydrogeology</topic><topic>Inflow</topic><topic>Jurassic</topic><topic>land subsidence</topic><topic>Limestone</topic><topic>Marvi Tunnel</topic><topic>Middle East</topic><topic>mine dewatering</topic><topic>natural hazards</topic><topic>Overburden</topic><topic>permeability</topic><topic>pressure</topic><topic>pumping</topic><topic>risk assessment</topic><topic>Rivers</topic><topic>Sedimentary rocks</topic><topic>Suruc Tunnel</topic><topic>Tectonics</topic><topic>Temporal variations</topic><topic>Tertiary</topic><topic>Tunnels</topic><topic>Turkey</topic><topic>Ulusu River</topic><topic>Volcanoes</topic><topic>Water</topic><topic>water supply</topic><topic>Zamanti Tunnel</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Apaydin, Ahmet</creatorcontrib><creatorcontrib>Korkmaz, Nur</creatorcontrib><creatorcontrib>Ciftci, Donmez</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 3: Aquatic Pollution & Environmental Quality</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Civil Engineering Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><jtitle>Quarterly journal of engineering geology and hydrogeology</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Apaydin, Ahmet</au><au>Korkmaz, Nur</au><au>Ciftci, Donmez</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Water inflow into tunnels; assessment of the Gerede water transmission tunnel (Turkey) with complex hydrogeology</atitle><jtitle>Quarterly journal of engineering geology and hydrogeology</jtitle><date>2019-08-01</date><risdate>2019</risdate><volume>52</volume><issue>3</issue><spage>346</spage><epage>359</epage><pages>346-359</pages><issn>1470-9236</issn><eissn>2041-4803</eissn><abstract>The Gerede is the longest and most problematic water transmission tunnel in Turkey, at 31.6 km long with an overburden of 600 m. The tunnel will transmit water from the Ulusu river to the Camlidere reservoir. High-pressure water ingresses as well as collapses have resulted in many delays. Although construction began in 2012, and was intended to be completed in 2014, completion is now estimated in 2018. The tunnel passes through permeable Tertiary sedimentary and volcano-sedimentary rocks, and Jurassic-Cretaceous limestone. A total of 45 water ingresses have occurred along the 26 km excavated. The total discharge was 1.7 m3/s at the beginning and decreased to 0.5 m3/s over time. The recharge conditions, tectonic structures, progress of the excavation and sealing by grouting affect the quantity, locations, and temporal changes of the water ingresses. The major faults and formation contacts are the most problematic sites to be considered. With the many delays in the tunnel, driving plan and TBM were changed while the construction continued. The tunnel shows that, particularly hydrogeological conditions should be taken into consideration to the choice of TBM and driving course. However, the events that taken place are an important experience for future projects.</abstract><cop>Bath</cop><pub>Geological Society of London</pub><doi>10.1144/qjegh2017-125</doi><tpages>14</tpages></addata></record> |
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subjects | Asia Camloidere Reservoir carbonate rocks Collapse construction Cretaceous Dredging drinking water Engineering geology Excavation excavations geologic hazards Gerede Tunnel ground water Grouting high pressure hydraulics Hydrogeology Inflow Jurassic land subsidence Limestone Marvi Tunnel Middle East mine dewatering natural hazards Overburden permeability pressure pumping risk assessment Rivers Sedimentary rocks Suruc Tunnel Tectonics Temporal variations Tertiary Tunnels Turkey Ulusu River Volcanoes Water water supply Zamanti Tunnel |
title | Water inflow into tunnels; assessment of the Gerede water transmission tunnel (Turkey) with complex hydrogeology |
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