scholarly journals TO THE QUESTION OF ENSURING THE STRENGTH OF MAIN PIPELINE ABOVE-GROUND ZIGZAG SECTIONS

Author(s):  
V.V. Akchermushev ◽  
K.V. Kozhaeva ◽  
Kh.A. Azmetov
Keyword(s):  
Author(s):  
Yu.K. Shlyk ◽  
◽  
Yu.A. Vedernikova ◽  
S.Yu. Bondarenko ◽  
◽  
...  
Keyword(s):  

2009 ◽  
Vol 40 (4) ◽  
pp. 293-304 ◽  
Author(s):  
I. Cherednichenko ◽  
E. Khodak ◽  
A. I. Kirillov ◽  
N. Zabelin

Author(s):  
Irina G. Silina ◽  
◽  
Eugeny A. Gilmiyarov ◽  
Vadim A. Ivanov ◽  
◽  
...  

Author(s):  
Larisa P. Khudyakova ◽  
◽  
Alexander А. Shestakov ◽  
Ilshat R. Farkhetdinov ◽  
◽  
...  

Author(s):  
Vladislav N. Slepnev ◽  
◽  
Alexander F. Maksimenko ◽  
Elena V. Glebova ◽  
Alla Т. Volokhina ◽  
...  

The choice of risk assessment procedure is one of the essential stages of efficient structuring of processes on prevention, localization and elimination of the consequences of accidents at main pipeline transport facilities. The authors analyzed themed publications and regulatory documents, governing procedures of risk assessment and forecasting of the consequences of possible accidents, and defined main problems in this area. Procedure for the risk assessment of accidents at main pipeline facilities was developed, the basis of which is the expert evaluation method. The procedure includes the determination of the main criteria for the assessment the probability of accident initiation and development and the evaluation of the severity of its consequences, an expert evaluation of criteria significance, their classification, and creation of a rating for hazardous pipeline sections. The application of the procedure application allows to specify the list of facilities that require high priority forecasting of accidents consequences, thus to optimize the distribution of resources and the overall increase of efficiency in planning while defining forces and special technical devices, necessary for containment and rectification of emergencies. Expert evaluation method application allows considering the specifics of certain enterprises, their technical and technological peculiarities, thereby increasing forecasting accuracy.


2011 ◽  
Vol 8 (1) ◽  
pp. 275-286
Author(s):  
R.G. Yakupov ◽  
D.M. Zaripov

The stress-deformed state of the underground main pipeline under the action of seismic waves of an earthquake is considered. The generalized functions of seismic impulses are constructed. The pipeline motion equations are solved with used Laplace transformation by the time. Tensions and deformations of the pipeline have been determined. A numerical example is reviewed. Diagrams of change of the tension depending on earthquake force are provided in earthquake-points.


2007 ◽  
Vol 5 ◽  
pp. 127-132
Author(s):  
N.A. Vaganova

To detect damage to the underground pipeline, a mathematical model, allowing to take into account the most significant Factors affecting the distribution of temperature on the day surface. To implement this model, a software package has been developed and results of numerical calculations. With the help of these calculations, in particular, It is established that modern thermal imaging equipment has a principal possibility to determine an unauthorized frame in the main pipeline at a depth of two meters in clay soil.


2009 ◽  
Vol 2009 (4) ◽  
pp. 314-321 ◽  
Author(s):  
M. M. Kantor ◽  
V. N. Voronin ◽  
V. A. Bozhenov ◽  
V. G. Antonov ◽  
Yu. M. Sharygin

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