title: ÐÐ±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ Ð¼Ð°Ð³Ð¸ÑÑÑÐ°Ð»ÑÐ½ÑÑ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¾Ð² Ð² Ð²ÐµÑÐ½Ð¾Ð¼ÐµÑÐ·Ð»ÑÑ Ð³ÑÑÐ½ÑÐ°Ñ
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: Justification of the main pipelines in permafrost soils
Creators: name: ÐÐ°ÑÑÐ±ÑÐ»Ð»Ð¸Ð½, ÐÐ°Ð¸Ð»Ñ
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2021
Subjects: Ð¢ÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ñ Ð¼Ð°Ð³Ð¸ÑÑÑÐ°Ð»ÑÐ½ÑÐµ
ÐÑÑÐ½ÑÑ Ð²ÐµÑÐ½Ð¾Ð¼ÐµÑÐ·Ð»ÑÐµ
Ð¢ÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐµ
Ð½Ð°Ð´Ð·ÐµÐ¼Ð½ÑÐ¹ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´
Ð½Ð°Ð·ÐµÐ¼Ð½ÑÐ¹ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´
aboveground pipeline
ground pipeline

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐµ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½ÑÐµ, Ð½Ð°Ð·ÐµÐ¼Ð½ÑÐµ Ð¸ Ð½Ð°Ð´Ð·ÐµÐ¼Ð½ÑÐµ ÑÐ¸Ð¿Ñ Ð¿ÑÐ¾ÐºÐ»Ð°Ð´ÐºÐ¸ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¾Ð² Ð² Ð²ÐµÑÐ½Ð¾Ð¼ÐµÑÐ·Ð»ÑÑ Ð³ÑÑÐ½ÑÐ°Ñ. ÐÐ¾ÐºÐ°Ð·Ð°Ð½Ñ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ Ð¿ÑÐ¸Ð½ÑÐ¸Ð¿Ñ ÑÐ°ÑÑÐµÑÐ° Ð´Ð»Ñ ÐºÐ°Ð¶Ð´Ð¾Ð³Ð¾ ÑÐ¸Ð¿Ð°. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ ÑÐ°ÑÑÐµÑÑ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ Ð¸ Ð½Ð°Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð° Ñ ÑÑÐµÐ¿Ð»Ð¸ÑÐµÐ»ÐµÐ¼ Ð¸ Ð±ÐµÐ· Ð½ÐµÐ³Ð¾. Ð Ð°ÑÑÐ¼Ð¾ÑÑÐµÐ½ Ð½Ð°Ð´Ð·ÐµÐ¼Ð½ÑÐ¹ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´ Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼ Ð¿ÑÐ¾Ð»ÐµÑÐ¾Ð¼ Ð¾Ð¿Ð¾Ñ. ÐÐ±ÑÐµÐºÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ° ÑÐ°ÑÑÐµÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°Ð»ÑÐ½ÑÑ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¾Ð². ÐÑÐµÐ´Ð¼ÐµÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ Ð¼ÐµÑÐ¾Ð´Ð¸ÐºÐ¸ ÑÐ°ÑÑÐµÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°Ð»ÑÐ½ÑÑ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¾Ð² Ð´Ð»Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ ÑÐ¸Ð¿Ð¾Ð² Ð¿ÑÐ¾ÐºÐ»Ð°Ð´ÐºÐ¸ ÑÑÑÐ±. ÐÑÐ¸ Ð½Ð°Ð¿Ð¸ÑÐ°Ð½Ð¸Ð¸ ÑÐ°Ð±Ð¾ÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÑÐ»Ð¸ÑÑ ÑÐ°ÐºÐ¸Ðµ Ð¼ÐµÑÐ¾Ð´Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ, ÐºÐ°Ðº Ð¾Ð±Ð·Ð¾Ñ Ð¼ÐµÑÐ¾Ð´Ð¸ÑÐµÑÐºÐ¸Ñ Ð¸ Ð»Ð¸ÑÐµÑÐ°ÑÑÑÐ½ÑÑ Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð², ÑÐ±Ð¾Ñ Ð¸Ð½ÑÐ¾ÑÐ¼Ð°ÑÐ¸Ð¸, Ð¾Ð±Ð¾Ð±ÑÐµÐ½Ð¸Ñ Ð¸ ÑÐ¸ÑÑÐµÐ¼Ð°ÑÐ¸Ð·Ð°ÑÐ¸Ð¸ Ð´Ð°Ð½Ð½ÑÑ, Ð¾Ð¿Ð¸ÑÐ°Ð½Ð¸Ðµ, ÑÑÐ°Ð²Ð½ÐµÐ½Ð¸Ðµ. Ð ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐµ Ð±ÑÐ»Ð¸ Ð¿ÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°Ð½Ñ ÑÐ°ÑÐ¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ ÑÐµÐ¼Ð¿ÐµÑÐ°ÑÑÑ Ð³ÑÑÐ½ÑÐ° Ñ ÑÑÐµÐ¿Ð»Ð¸ÑÐµÐ»ÐµÐ¼ Ð¸ Ð±ÐµÐ· Ð½ÐµÐ³Ð¾ Ð´Ð»Ñ Ð¿Ð¾Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ Ð¸ Ð½Ð°Ð´Ð·ÐµÐ¼Ð½Ð¾Ð³Ð¾ ÑÑÑÐ±Ð¾Ð¿ÑÐ¾Ð²Ð¾Ð´Ð°.
description: In this paper, various underground, surface and aboveground types of pipeline laying in permafrost soils are considered. The basic principles of calculation for each type are shown. Calculations of underground and surface pipelines with and without insulation have been carried out. An aboveground pipeline with a different span of supports is considered. The object of research: the method of calculation of trunk pipelines. Subject of research: application of the method of calculation of trunk pipelines for various types of pipe laying. When writing the work, such research methods as a review of methodological and literary sources, collection of information, generalization and systematization of data, description, comparison were used. As a result, the distribution of ground temperatures with and without insulation for underground and aboveground pipelines was analyzed.