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ÐµÐ¼Ð¸Ñ Ð¸
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 in the area of Gremikha
Creators: name: ÐÐ°Ð»Ð°ÑÐ¸Ð½, ÐÑÑ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: 2024
Subjects: Ð³Ð¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
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Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð¿ÐµÑÐµÐ´Ð½Ð¸Ð¹ Ð½ÐµÑÑÑÐ¸Ð¹ ÑÐ¿ÑÐ½Ñ
ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÐ¾ÑÑÐ²ÐµÑÐº
ÐÐ°ÑÐµÐ½ÑÐµÐ²Ð¾ Ð¼Ð¾ÑÐµ
ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð¾ OBREC
hydraulic structures
fencing structures
breakwater
mooring structures
front load-bearing sheet pile
pile foundation
Barents sea
OBREC device

description: Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ: ÐÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹. Ð¢Ð¸Ð¿ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð¼Ð¾Ð»-Ð¿ÑÐ¸ÑÐ°Ð» Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð»Ñ Ð¸Ð· Ð¼Ð°ÑÑÐ¸Ð²Ð¾Ð² Ð³Ð¸Ð³Ð°Ð½ÑÐ¾Ð². ÐÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÑÐµÑ Ð¸Ð· ÑÐµÐ±Ñ Ð½Ð°Ð±ÐµÑÐµÐ¶Ð½ÑÑ Ñ Ð¿ÐµÑÐµÐ´Ð½ÐµÐ¹ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð¹ Ð½ÐµÑÑÑÐµÐ¹ ÑÑÐµÐ½ÐºÐ¾Ð¹ Ñ Ð²ÑÑÐ¾ÐºÐ¸Ð¼ ÑÐ²Ð°Ð¹Ð½ÑÐ¼ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ¾Ð¼. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð¾ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¸Ð½ÑÑÑÑ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð² Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¸ ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ ÑÑÐ»Ð¾Ð²Ð¸ÑÐ¼ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑ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ÑÐ¿Ð¾Ð»Ð½ÑÐµÑÑÑ Ð³ÑÐ°ÑÐ¾Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¸ Ð¿ÑÐ¸ÑÐ°Ð»Ð°. Ð¢Ð°ÐºÐ¶Ðµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½ Ð°Ð½Ð°Ð»Ð¸Ð· Ð²ÑÑÐ°Ð±Ð¾ÑÐºÐ¸ ÑÐ»ÐµÐºÑÑÐ¾ÑÐ½ÐµÑÐ³Ð¸Ð¸ ÑÑÑÑÐ¾Ð¹ÑÑÐ²Ð° OBREC Ð¿ÑÐ¸ ÐµÐ³Ð¾ Ð²ÐºÐ»ÑÑÐµÐ½Ð¸Ð¸ Ð² ÑÐ¾ÑÑÐ°Ð² Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÑÐµÐ¼Ð¾Ð³Ð¾ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð¸ ÑÐµÐ»ÐµÑÐ¾Ð¾Ð±ÑÐ°Ð·Ð½Ð¾ÑÑÑ ÐµÐ³Ð¾ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ. ÐÐ¾ÑÑÐ¸ÑÐ°Ð½Ñ ÑÐºÐ¾Ð½Ð¾Ð¼Ð¸ÑÐµÑÐºÐ¸Ðµ Ð·Ð°ÑÑÐ°ÑÑ.
description: Purpose of work: Design of fencing and mooring structures. The type of fencing structure is a mooring-berth of vertical profile made of massifs of giants. The mooring structure is an embankment with a front sheet pile bearing wall with a high pile foundation. The paper presents the justification of the adopted dimensions of the quay and enclosure structures and the compliance of the structures with the conditions of stability, for which the determination of loads on the structures and their collection in the design combinations is made. Grapho-analytical calculation of the sheet pile wall of the pier is performed. Also, the power generation of OBREC device is analyzed when it is included in the designed fencing structure and the feasibility of its use. The economic costs of dredging during the construction of the barrier structure are calculated.