Trenchless laying using curved pipelines for underwater crossings; SGEM. 16th International Multidisciplinary Scientific GeoConference; Bk. 1, vol. 2

Dettagli Bibliografici
Parent link:SGEM. 16th International Multidisciplinary Scientific GeoConference: conference proceedings, Albena, Bulgariaм, June 28 - July 6, 2016.— , 2016
Bk. 1, vol. 2.— 2016.— [P. 959-964]
Autore principale: Antropova N. A. Natalya Alekseevna
Ente Autore: Национальный исследовательский Томский политехнический университет (ТПУ) Институт природных ресурсов (ИПР) Кафедра транспорта и хранения нефти и газа (ТХНГ)
Altri autori: Krets V. G. Victor Georgievich, Matvienko V. V. Vladimir Vladislavovich
Riassunto:Title screen
The efficient use of resources and environmental safety observed for the construction and operation of pipeline underwater crossings are still as relevant as ever. The paper presents investigations of the existing trenchless pipeline technologies and their design for underwater crossings. The methodology is suggested for calculating the well path for the promising design of inverted syphon welded by separate pipes above ground. Variants calculations are given for curved pipelines having the diameters between 530 and 1420 mm for underwater crossings with the width ranging from 30 to 230 meters.
Режим доступа: по договору с организацией-держателем ресурса
Lingua:inglese
Pubblicazione: 2016
Serie:Exploration and mining
Soggetti:
Accesso online:http://dx.doi.org/10.5593/SGEM2016/B12/S03.123
https://sgemworld.at/sgemlib/spip.php?article7096
Natura: Elettronico Capitolo di libro
KOHA link:https://koha.lib.tpu.ru/cgi-bin/koha/opac-detail.pl?biblionumber=651195

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330 |a The efficient use of resources and environmental safety observed for the construction and operation of pipeline underwater crossings are still as relevant as ever. The paper presents investigations of the existing trenchless pipeline technologies and their design for underwater crossings. The methodology is suggested for calculating the well path for the promising design of inverted syphon welded by separate pipes above ground. Variants calculations are given for curved pipelines having the diameters between 530 and 1420 mm for underwater crossings with the width ranging from 30 to 230 meters. 
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463 1 |t Bk. 1, vol. 2  |v [P. 959-964]  |d 2016 
610 1 |a электронный ресурс 
610 1 |a труды учёных ТПУ 
610 1 |a efficient use of resources 
610 1 |a trenchless pipeline 
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610 1 |a curved pipe method 
610 1 |a ресурсы 
610 1 |a эффективное использование 
610 1 |a бестраншейные технологии 
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701 1 |a Krets  |b V. G.  |c specialist in the field of oil and gas business  |c Associate Professor of Tomsk Polytechnic University, Candidate of technical sciences  |f 1942-  |g Victor Georgievich  |3 (RuTPU)RU\TPU\pers\30964 
701 1 |a Matvienko  |b V. V.  |g Vladimir Vladislavovich 
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