title: ÐÐ¾ÑÑÐ¾Ð²ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐ°ÑÐµÐ½ÑÐµÐ²Ð¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ ÐÑÑÐ¼Ð°Ð½ÑÐºÐ°
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Port facilities on the Barents sea near the Murmansk
Creators: name: ÐÐ»Ð°ÑÐ¾Ð²Ð°, ÐÐ¾Ñ
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: 2023
Subjects: Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ
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Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ
Ð½Ð°Ð±ÐµÑÐµÐ¶Ð½Ð°Ñ ÑÑÐµÐ½ÐºÐ°
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ÐºÐ°Ð¼ÐµÐ½Ð½Ð°Ñ Ð½Ð°Ð±ÑÐ¾ÑÐºÐ°
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breakwater
pier
mooring structure
embankment wall
high pile grillage
front load-bearing sheet pile
bottom erosion
ship propellers
gabions
riprap
water curtain
fire-prevention wells

description: Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ ÑÐ¾ÑÑÐ¾Ð¸Ñ Ð² Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð¼Ð¾ÑÑÐºÐ¾Ð³Ð¾ Ð¿Ð¾ÑÑÐ°.Ð¢ÑÐµÐ±ÑÐµÑÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»Ð¸ÑÑ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐµ ÑÐ°Ð·Ð¼ÐµÑÑ Ð¼Ð¾Ð»Ð°-Ð¿ÑÐ¸ÑÐ°Ð»Ð° Ð¸ Ð½Ð°Ð±ÐµÑÐµÐ¶Ð½Ð¾Ð¹ Ñ Ð²ÑÑÐ¾ÐºÐ¸Ð¼ ÑÐ²Ð°Ð¹Ð½ÑÐ¼ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ¾Ð¼. ÐÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ Ð¿ÑÐ¾Ð²ÐµÑÐ¸ÑÑ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸ÑÐ¼ Ð½ÐµÐ·Ð°ÑÐ¾Ð¿Ð»ÑÐµÐ¼Ð¾ÑÑÐ¸, Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¸ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð¿ÑÐ¸ ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¸, Ð´Ð»Ñ ÑÐµÐ³Ð¾ Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸ÑÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð½Ð° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð¸ ÑÐ±Ð¾Ñ Ð¸Ñ Ð² ÑÐ°ÑÑÐµÑÐ½ÑÐµ ÑÐ¾ÑÐµÑÐ°Ð½Ð¸Ñ. Ð¢Ð°ÐºÐ¶Ðµ Ð² ÑÐ°Ð±Ð¾ÑÐµ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÑÑÑÑ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ ÑÑÑÑÐ¸, Ð²Ð¾Ð·Ð½Ð¸ÐºÐ°ÑÑÐµÐ¹ Ð²ÑÐ»ÐµÐ´ÑÑÐ²Ð¸Ðµ ÑÐ²Ð°ÑÑÐ¾Ð²ÐºÐ¸ ÑÑÐ´Ð½Ð°. ÐÐµ Ð¿Ð°ÑÐ°Ð¼ÐµÑÑÑ Ð´Ð°ÑÑ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ðµ Ð¾ Ð¿ÑÐ¾ÑÐµÑÑÐ°Ñ Ñ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¸: Ð¿ÑÐ¾Ð¸ÑÑÐ¾Ð´Ð¸Ñ ÑÐ°Ð·Ð¼ÑÐ² Ð´Ð½Ð° Ð¸Ð»Ð¸ Ð½ÐµÑ. Ð Ð½ÐµÐ±Ð»Ð°Ð³Ð¾Ð¿ÑÐ¸ÑÑÐ½Ð¾Ð¼ ÑÐ»ÑÑÐ°Ðµ, ÑÐ°ÑÑÑÐ¸ÑÑÐ²Ð°ÑÑÑÑ ÑÐ¿Ð¾ÑÐ¾Ð±Ñ ÐºÑÐµÐ¿Ð»ÐµÐ½Ð¸Ñ Ð´Ð½Ð°, Ð·Ð°ÑÐ¸ÑÑ ÐµÐ³Ð¾ Ð¾Ñ ÑÐ°Ð·Ð¼ÑÐ²Ð°. Ð Ð°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÐµÑÑÑ Ð°Ð²ÑÐ¾Ð¼Ð°ÑÐ¸ÑÐµÑÐºÐ°Ñ Ð¿ÑÐ¾ÑÐ¸Ð²Ð¾Ð¿Ð¾Ð¶Ð°ÑÐ½Ð°Ñ ÑÐ¸ÑÑÐµÐ¼Ð°.
description: Aim of the work is design of protective and berthing structures as part of the seaport. It is required to determine the main dimensions of the pier-pier and embankment with a high pile grillage. It is necessary to check the compliance of structures with the requirements of non-flooding, strength and stability during operation, for which the loads on the structures are determined and collected into calculated combinations. Also, the parameters of the jet resulting from the mooring of the vessel are determined in the work. Its parameters give an idea of the processes at the mooring wall: there is a washout of the bottom or not. In an unfavorable case, methods of fixing the bottom, protecting it from erosion are calculated.Â  An automatic fire-fighting system is considered.