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HYDRAULICS. ENGINEERING HYDROLOGY. HYDRAULIC ENGINEERING

Scientific monitoring of bank protection structures designing

Vestnik MGSU 12/2016
  • Rogachko Stanislav Ivanovich - Odessa National Maritime University (ONMU) Doctor of Engineering, Professor, Professor of Department of Sea and River Ports, Continental Shelf Structures, Odessa National Maritime University (ONMU), 34 Mechnikova Str., Odessa, 65029, Ukraine; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .
  • Shun’ko Natal’ya Vladimirovna - Moscow State University of Civil Engineering (National Research University) (MGSU) Chief of “Hydraulic Engineering Structures” Research Laboratory, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation; This e-mail address is being protected from spambots. You need JavaScript enabled to view it .

Pages 103-113

In general, the classification of bank protection structures of active and passive types with indication of advantages and disadvantages of each structure is illustrated. Factors having a destructive impact on bank protection structures are specified. Possible destructions of coatings thereof due to effects of waves and ice are considered. Necessity of the scientific monitoring of bank protection structures designing is rationalized.

DOI: 10.22227/1997-0935.2016.12.103-113

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STUDY OF EFFECTIVENESS OF BREAKWATER STRUCTURES OF THE “EASTERN PETROCHEMICAL COMPANY” JSC OIL REFINERY AND PETROCHEMICAL PLANTS PORT COMPLEX

Vestnik MGSU 5/2017 Volume 12
  • Prikhod’ko Oleg Alekseevich - ZAO “Inzhiniringovaya kompaniya “Sovremennye morskie sistemy” Chief Engineer, ZAO “Inzhiniringovaya kompaniya “Sovremennye morskie sistemy”, 17, bdg 1, 2nd Mashinostroeniya str., Moscow, Russian Federation.
  • Zuev Nikolay Dmitrievich - Moscow State University of Civil Engineering (National Research University) (MGSU) andidat of Technical Sciences, Research Marine Laboratory, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
  • Shunko Andrey Sergeevich - Moscow State University of Civil Engineering (National Research University) (MGSU) Engineer, Research Marine Laboratory, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.
  • Shunko Natalia Vladimirovna - Moscow State University of Civil Engineering (National Research University) (MGSU) Сandidat of Technical Sciences, Research Marine Laboratory, Moscow State University of Civil Engineering (National Research University) (MGSU), 26 Yaroslavskoe shosse, Moscow, 129337, Russian Federation.

Pages 496-505

The article presents the research of MGSU Corporation for testing of design solutions of the “Eastern petrochemical company” JSC oil refinery and petrochemical plants port complex using the physical modeling method. Construction of the marine terminal of the oil refinery and petrochemical plants port complex is planned to be on the Eastern shore of the Vostok Bay which is the part of Peter the Great Bay in the Sea of Japan. The port area is created by means of an artificial land site. The water area of the terminal will be guarded against sea waves by a breakwater. Experiments on the study of wave propagation in the port model water area at the Eastern and Western breakwaters were performed in the laboratory wave basin in three-dimensional layout, with the aim of obtaining of data about wave heights at berthing facilities. Effectiveness of the breakwater designs was studied in two-dimensional layout in a wave flume. During the port model construction all the designed waterworks as well as the project bathymetry of the port water area were reproduced at a scale of 1:100. Analysis of the experiment results with the slope protection embodiment version demonstrates that this engineering solution is able to withstand waves of the design parameters.

DOI: 10.22227/1997-0935.2017.5.496-505

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