title: ÐÐ¾ÑÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° Ð§ÐµÑÐ½Ð¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ Ð¡ÐµÐ²Ð°ÑÑÐ¾Ð¿Ð¾Ð»Ñ
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: Hydraulic structures on the Black Sea in Sevastopol region
Creators: name: Ð¡Ð¸Ð¼Ð°Ð½Ð¸Ñ, Ð¡ÑÐ´Ð¶Ð°Ð½
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: 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
ÑÐµÑÑÐ°Ð¿Ð¾Ð´Ñ
Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ
Ð½ÐµÑÑÑÐ¸Ð¹ ÑÐ¿ÑÐ½Ñ
ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÐ¾ÑÑÐ²ÐµÑÐº
Ð§ÐµÑÐ½Ð¾Ðµ Ð¼Ð¾ÑÐµ
PLAXIS
hydraulic structure
breakwater structure
tetrapods
quay wall
bearing sheet pile
pile grillage
Black sea

description: ÐÑÐ½Ð¾Ð²Ð½Ð¾Ð¹ ÑÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ â Ð¼Ð¾Ð»Ð°-Ð¿ÑÐ¸ÑÐ°Ð»Ð° Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ â Ð²ÑÑÐ¾ÐºÐ¾Ð³Ð¾ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ° Ñ Ð·Ð°Ð´Ð½Ð¸Ð¼ Ð½ÐµÑÑÑÐ¸Ð¼ ÑÐ¿ÑÐ½ÑÐ¾Ð¼. ÐÐ±ÑÐµÐºÑ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: Ð¼Ð¾Ð»-Ð¿ÑÐ¸ÑÐ°Ð» Ð¸Ð· ÐºÐ»Ð°Ð´ÐºÐ¸ Ð¾Ð±ÑÐºÐ½Ð¾Ð²ÐµÐ½Ð½ÑÑ Ð¼Ð°ÑÑÐ¸Ð²Ð¾Ð² Ð¸ Ð²ÑÑÐ¾ÐºÐ¸Ð¹ ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÐ¾ÑÑÐ²ÐµÑÐº Ñ Ð·Ð°Ð´Ð½Ð¸Ð¼ Ð½ÐµÑÑÑÐ¸Ð¼ ÑÐ¿ÑÐ½ÑÐ¾Ð¼. Ð ÐÐÐ  Ð¾ÑÐ½Ð¾Ð²Ð½ÑÐ¼Ð¸ Ð·Ð°Ð´Ð°ÑÐ°Ð¼Ð¸, ÑÐµÑÐ°ÑÑÐ¸Ð¼Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ ÐµÐµ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ, ÑÐ²Ð»ÑÑÑÑÑ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð² Ð¸ Ð³Ð°Ð±Ð°ÑÐ¸ÑÐ¾Ð² Ð¼Ð¾ÑÑÐºÐ¸Ñ Ð¿Ð¾ÑÑÐ¾Ð²ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹, Ð°Ð½Ð°Ð»Ð¸Ð· Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº Ð½Ð° Ð¼Ð¾ÑÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð¸ Ð¸Ñ ÑÐ°ÑÑÐµÑ Ð½Ð° ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð² Ð³Ð¸Ð´ÑÐ¾Ð»Ð¾Ð³Ð¸ÑÐµÑÐºÐ¸Ñ, ÐºÐ»Ð¸Ð¼Ð°ÑÐ¸ÑÐµÑÐºÐ¸Ñ Ð¸ ÑÐ¾Ð¿Ð¾Ð³ÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ñ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ ÐÐ·Ð¾Ð²Ð¾-Ð§ÐµÑÐ½Ð¾Ð¼Ð¾ÑÑÐºÐ¾Ð³Ð¾ Ð±Ð°ÑÑÐµÐ¹Ð½Ð°. Ð ÐºÐ°ÑÐµÑÑÐ²Ðµ Ð´Ð¾Ð¿Ð¾Ð»Ð½Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð¹ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ¸ ÐºÐ¾ÑÑÐµÐºÑÐ½Ð¾ÑÑÐ¸ ÑÐ¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ Ð¼Ð¾ÑÑÐºÐ¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¸ ÑÐ´ÐµÐ»Ð°Ð½ ÑÐ°ÑÑÐµÑ Ð½Ð° ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð¸ Ð¿ÑÐ¾Ð²ÐµÑÐºÐ° Ð½Ð° Ð´Ð¾Ð¿ÑÑÑÐ¸Ð¼ÑÐµ Ð¿ÐµÑÐµÐ¼ÐµÑÐµÐ½Ð¸Ñ Ð² Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð¼ Ð¾Ð±ÐµÑÐ¿ÐµÑÐµÐ½Ð¸Ð¸ PLAXIS. ÐÑÐµ Ð¿ÑÐ¾Ð²ÐµÑÐ¾ÑÐ½ÑÐµ ÑÐ°ÑÑÐµÑÑ Ð¾ÑÑÑÐµÑÑÐ²Ð»ÑÑÑÑÑ Ð² ÑÐ¾Ð¾ÑÐ²ÐµÑÑÑÐ²Ð¸Ð¸ Ñ Ð³Ð¾ÑÑÐ´Ð°ÑÑÑÐ²ÐµÐ½Ð½ÑÐ¼Ð¸ Ð¿ÑÐ°Ð²Ð¸Ð»Ð°Ð¼Ð¸ Ð¸ Ð½Ð¾ÑÐ¼Ð°Ð¼. ÐÐºÑÑÐ°Ð»ÑÐ½Ð¾ÑÑÑ ÑÐµÐ¼Ñ Ð¾Ð±ÑÑÐ»Ð¾Ð²Ð»ÐµÐ½Ð° Ð·Ð½Ð°ÑÐ¸ÑÐµÐ»ÑÐ½ÑÐ¼ Ð³ÐµÐ¾Ð³ÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸Ð¼ Ð¸ ÐºÐ¾Ð¼Ð¼ÐµÑÑÐµÑÐºÐ¸Ð¼ Ð¼ÐµÑÑÐ¾Ð¿Ð¾Ð»Ð¾Ð¶ÐµÐ½Ð¸ÐµÐ¼ Ð²Ð¾Ð·Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¸. ÐÑÐ°ÐºÑÐ¸ÑÐµÑÐºÐ°Ñ Ð·Ð½Ð°ÑÐ¸Ð¼Ð¾ÑÑÑ Ð²ÑÐ¿ÑÑÐºÐ½Ð¾Ð¹ ÑÐ°Ð±Ð¾ÑÑ Ð·Ð°ÐºÐ»ÑÑÐ°ÐµÑÑÑ Ð² Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÐ¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÑ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð² ÑÐµÐ°Ð»ÑÐ½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ. Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð¼ Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð¸Ñ 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Ð½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð² Ð²Ð¸Ð´Ðµ Ð¼Ð¾Ð»Ð°-Ð¿ÑÐ¸ÑÐ°Ð»Ð° Ð¸Ð· Ð¾Ð±ÑÐºÐ½Ð¾Ð²ÐµÐ½Ð½ÑÑ Ð¼Ð°ÑÑÐ¸Ð²Ð¾Ð² Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð² Ð²Ð¸Ð´Ðµ ÑÐ²Ð°Ð¹Ð½Ð¾Ð³Ð¾ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ° Ñ Ð·Ð°Ð´Ð½Ð¸Ð¼ Ð½ÐµÑÑÑÐ¸Ð¼ ÑÐ¿ÑÐ½ÑÐ¾Ð¼.
description: Object of research: a breakwater type protective structure pier and a quay wall with a rear load-bearing sheet pile. The main aim of the work is the design of a monolithic breakwater protective pier structure and a quay wall structure with a rear load-bearing sheet pile. The main tasks to be solved over the course of the work are to determine the main dimensions and profile of port facilities, loads analysis on port structures and their calculation for stability in the hydrological, climatic, and topographic conditions of the Azov-Black Sea basin. Furthermore, as an additional verification of the cor-rectness of the designed sea structures, a stability calculation, and a check for tolera-ble displacements were performed in the PLAXIS software. All verification calculations are carried out in accordance with certified governmental standards and regula-tions. The relevance of the topic is due to the significant geographical and commer-cial value of the location of sea structures in this region. The practical significance of the final work lies in the possibility of using the designed structures in actual conditions. The result of the work is the design of a protective breakwater type pier structure and a quay wall on a pile grillage with a rear load-bearing sheet pile.