RESEARCH OF THE WAVE FACTOR INFLUENCING HYDRAULIC STRUCTURES

Volume 5 (1), January 2021, Pages 81-88

1Sevda Aliyeva, 2Mahmud Ismayilov


1Azerbaijan State of Oil and Industry University, PhD of Technical Sciences. Associate professor. (Azerbaijan).

2Azerbaijan State Oil and Industry University, Master. (Azerbaijan).

E-mail: 1This email address is being protected from spambots. You need JavaScript enabled to view it.; 2This email address is being protected from spambots. You need JavaScript enabled to view it.


 Аbstract

It is known that a large block of deep-sea foundations consists of a truss sheathed with wood, a metal beam system, floating structures and four pyramidal metal blocks with a truss structure. The design characteristics of the foundations of oil platforms depend on the conditions under which the vertical interaction, along with the calculation of permanent and temporary loads, is accompanied by the specific gravity of drilling equipment and rigs or horizontal wind pressure, as well as the influence of horizontal wave loads on the foundation blocks. Horizontal waves and wind loads can be constant and variable in different conditions, therefore the effect of each of these loads on the device must be considered separately. To determine the wave pressure acting on the support blocks of stationary offshore installations, SN-92-60 was used under the editorship of the team of authors under the leadership of Doctor of Technical Sciences, Professor N.N.Tsunkov.

Keywords: hydraulic structures, wave factor, wave pressure, wave profile, pressure diagrams, 3D model.