Trenchless laying using curved pipelines for underwater crossings / N. A. Antropova, V. G. Krets, V. V. Matvienko

Уровень набора: SGEM. 16th International Multidisciplinary Scientific GeoConference, conference proceedings, Albena, Bulgariaм, June 28 - July 6, 2016 = 2016Основной Автор-лицо: Antropova, N. A., specialist in the field of transportation and oil storage, Associate Professor of Tomsk Polytechnic University, Candidate of geological and mineralogical sciences, 1959-, Natalya AlekseevnaАльтернативный автор-лицо: Krets, V. G., specialist in the field of oil and gas business, Associate Professor of Tomsk Polytechnic University, Candidate of technical sciences, 1942-, Victor Georgievich;Matvienko, V. V., Vladimir VladislavovichКоллективный автор (вторичный): Национальный исследовательский Томский политехнический университет (ТПУ), Институт природных ресурсов (ИПР), Кафедра транспорта и хранения нефти и газа (ТХНГ)Язык: английский.Страна: .Серия: Exploration and miningРезюме или реферат: 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..Аудитория: .Тематика: электронный ресурс | труды учёных ТПУ | efficient use of resources | trenchless pipeline | pipeline design | curved pipe method | ресурсы | эффективное использование | бестраншейные технологии | трубопроводы | проектирование Ресурсы он-лайн:Щелкните здесь для доступа в онлайн | Щелкните здесь для доступа в онлайн
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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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