title: ÐÐ¾ÑÑÐ¾Ð²ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐµÐ»Ð¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ Ð¡ÐµÐ²ÐµÑÐ¾Ð´Ð²Ð¸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 fÐ°cilities on the White SeÐ° in the Severodvinsk region
Creators: name: ÐÑÐ¼Ð¾ÑÐºÐ¸Ð½, ÐÐµÐ¾Ð½Ð¸Ð´
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: 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
ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ
Ð½Ð°Ð±ÐµÑÐµÐ¶Ð½Ð°Ñ ÑÑÐµÐ½ÐºÐ°
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ÐºÐ¾Ð¼Ð¿ÐµÐ½ÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÐµ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ñ
ÑÐºÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ°Ñ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÑ
Ð¿Ð¾ÑÑÐ¾Ð²ÑÐ¹ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑ
breakwater
pier
mooring structure
stability
embankment wall
high pile grillage
front bearing sheet pile
graphoanalytical calculation
compensatory measures
environmental safety
port complex

description: Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°ÑÑÐµÑ Ð¸ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¹ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ Ð¼Ð¾ÑÑÐºÐ¾Ð³Ð¾ Ð¿Ð¾ÑÑÐ°. Ð¢Ð°ÐºÐ¶Ðµ Ð¿ÑÐ¾Ð²ÐµÑÑÐ¸ Ð°Ð½Ð°Ð»Ð¸Ð· Ð¸ Ð¾ÑÐµÐ½Ð¸ÑÑ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ ÐºÐ¾Ð¼Ð¿ÐµÐ½ÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÑ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ð¹ Ð´Ð»Ñ ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ñ Ð½ÐµÐ³Ð°ÑÐ¸Ð²Ð½Ð¾Ð³Ð¾ Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð½Ð° Ð¾ÐºÑÑÐ¶Ð°ÑÑÑÑ ÑÑÐµÐ´Ñ Ð¿ÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ Ð¸ ÑÑÐ½ÐºÑÐ¸Ð¾Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ð¸ Ð¾Ð±ÑÐµÐºÑÐ°. ÐÐ»Ñ Ð´Ð¾ÑÑÐ¸Ð¶ÐµÐ½Ð¸Ñ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð½Ð¾Ð¹ ÑÐµÐ»Ð¸ Ð±ÑÐ»Ð¸ Ð¿Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÐ»ÐµÐ´ÑÑÑÐ¸Ðµ Ð·Ð°Ð´Ð°ÑÐ¸: 1.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; 2.Ð Ð°ÑÑÐµÑ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð¸Ð· Ð¶ÐµÐ»ÐµÐ·Ð¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ Ð¼Ð°ÑÑÐ¸Ð²Ð¾Ð²-Ð³Ð¸Ð³Ð°Ð½ÑÐ¾Ð² Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð² Ð²Ð¸Ð´Ðµ Ð²ÑÑÐ¾ÐºÐ¾Ð³Ð¾ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ° Ñ Ð¿ÐµÑÐµÐ´Ð½ÐµÐ¹ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¾Ð¹; 3.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. 4.ÐÑÐ¾Ð°Ð½Ð°Ð»Ð¸Ð·Ð¸ÑÐ¾Ð²Ð°ÑÑ ÑÑÑÐµÐºÑÐ¸Ð²Ð½Ð¾ÑÑÑ ÐºÐ¾Ð¼Ð¿ÐµÐ½ÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÑ Ð¼ÐµÑÐ¾Ð¿ÑÐ¸ÑÑÐ¸Ð¹ ÐºÐ°Ðº ÑÐ¿Ð¾ÑÐ¾Ð±Ð° Ð¿Ð¾Ð²ÑÑÐµÐ½Ð¸Ñ ÑÐºÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¾Ð¹ Ð±ÐµÐ·Ð¾Ð¿Ð°ÑÐ½Ð¾ÑÑÐ¸ Ð¿ÑÐ¸ÑÐ¾Ð´Ð½Ð¾-ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¾Ð¹ ÑÐ¸ÑÑÐµÐ¼Ñ Â«Ð¼Ð¾ÑÑÐºÐ¾Ð¹ Ð¿Ð¾ÑÑ â Ð¿ÑÐ¸Ð±ÑÐµÐ¶Ð½Ð°Ñ Ð·Ð¾Ð½Ð°Â» Ð² ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÑ Ð³ÐµÐ¾ÑÐºÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ Ð¡ÐµÐ²ÐµÑÐ¾Ð´Ð²Ð¸Ð½ÑÐºÐ°. Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð¼ Ð´Ð°Ð½Ð½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÑÑÑÑ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐµ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½ÑÐµ Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ, ÑÐ´Ð¾Ð²Ð»ÐµÑÐ²Ð¾ÑÑÑÑÐ¸Ðµ ÑÑÐ»Ð¾Ð²Ð¸ÑÐ¼ Ð¿ÑÐ¾ÑÐ½Ð¾ÑÑÐ¸ Ð¸ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾-ÑÑÐ¸ Ð² ÑÑÐ»Ð¾Ð²Ð¸ÑÑ ÐÐµÐ»Ð¾Ð³Ð¾ Ð¼Ð¾ÑÑ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ Ð¡ÐµÐ²ÐµÑÐ¾Ð´Ð²Ð¸Ð½ÑÐºÐ°.
description: The purpose of the work is to cÐ°lculÐ°te Ð°nd design the structures of the Ð°djÐ°cent Ð°nd protective structures Ð°s pÐ°rt of the seÐ°port. Ðlso, to Ð°nÐ°lyze Ð°nd evÐ°luÐ°te the effec-tiveness of compensÐ°tory meÐ°sures to reduce the negÐ°tive impÐ°ct on the environment during the construction Ð°nd operÐ°tion of the fÐ°cility. To Ð°chieve this goÐ°l, the following tÐ°sks were set: 1. It is required to determine the mÐ°in dimensions of the jetty Ð°nd the embÐ°nkment with Ð° high pile grillÐ°ge; 2. CÐ°lculÐ°tion of Ð° protective structure mÐ°de of reinforced concrete giÐ°nt mÐ°ssifs Ð°nd Ð° mooring structure in the form of Ð° high pile grillÐ°ge with Ð° front beÐ°ring sheet pile wÐ°ll; 3. It is necessÐ°ry to check the compliÐ°nce of structures with the requirements of non-flooding, strength Ð°nd stÐ°bility during operÐ°tion, for which the loÐ°ds on structures Ð°re determined Ð°nd collected into cÐ°lculÐ°ted combinÐ°tions. 4. To Ð°nÐ°lyze the effectiveness of compensÐ°tion meÐ°sures Ð°s Ð° wÐ°y to improve the environmentÐ°l sÐ°fety of the nÐ°turÐ°l Ð°nd technicÐ°l system "seÐ°port - coÐ°stÐ°l zone" in vÐ°rious geoecologicÐ°l conditions in the Severodvinsk region. The result of this work Ð°re designed protective Ð°nd mooring structures thÐ°t meet the conditions of strength Ð°nd stÐ°bility in the conditions of the White SeÐ° in the Severodvinsk region.