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A determination of areas of biocorrosion development on the route of a main gas pipeline in the Western region of Ukraine

Polutrenko Myroslava, Kryzhanivs'kyy Yevstakhiy, Federovych Yaroslav

Geology, Geophysics and Environment

2020

Vol. 46, no. 4

273--283

A determination of soil corrosivity on three sections of a main gas pipeline in the Western region of Ukraine has been carried out. We have distinguished areas of development of biocorrosive processes with the participation of sulphate-reducing bacteria (SRB). Soil evaluation by the degree of corrosivity has been conducted. We used weight, titrimetric, gravimetric methods, pH-metry, ten-fold limit dilution method and Postgate nutrient medium B for culturing SRB. It has been established that the soil in the first area selected along the lower generatrix of the main gas pipeline has a high degree of corrosivity. It was ascertained that corrosive metal damage increases in the “ferrozone” with the growth of metal exposition time from 24 to 72 hours. The soil selected in the middle part and from above the pipeline refers to soils with a normal degree of corrosive activity. Innovative biostable insulating coatings based on bituminous-polymerous mastic MBPID-1 have been developed, modified with organic inhibitors from the class of quaternary ammonium salts and amines. Regularities of influence of nature of nitrogen-containing corrosion inhibitors of industrial production M, N, L, H and K on the corrosion rate of 17G1S steel for 180 days have been established. It was found that the corrosion rate of steel specimens remained unchanged throughout the study in variants with the presence of inhibitors H and K in the test systems, which indicated their bioresistance to the effect of SRB bacteria.

Evaluation of backfill corrosivity around steel road culverts

Bęben D.

Roads and Bridges - Drogi i Mosty

2013

Vol. 12, no. 3

255-268

Przepusty z blach falistych w związku z położeniem w środowisku gruntowym są narażone na możliwość wystąpienia korozji ziemnej. W pracy scharakte ryzowano najważniejszy czynnik wpływający na powstanie korozji ziemnej, tj. rezystywność. Przedstawiono także badania rezystywności gruntu w oparciu o geofizyczne pomiary elektrooporowe metodą Wennera. Metoda ta pozwala na pomiar rezystywności gruntu na różnych głębokościach. Przepro wadzone badania doświadczalne dotyczyły sześciu przepustów położonych na drogach o różnej klasie (krajowych, wojewódzkich i lokalnych'. Wszystkie badania przeprowadzono w dwóch okresach, tj. latem i wiosną. Minimalna rezystywność gruntu wokół przepustów wynosiła 30 Qm i została ustalona przyjezdni. Uzyskane wyniki wskazują na niebezpieczeństwo wystąpienia korozji ziemnej w przepustach z blach falistych, zwłaszcza położonych na drogach krajowych i wojewódzkich.

Corrugated steel plate culverts in connection with the location in the soil environment are exposed to risk of the soil corrosion. The paper characterizes the most important factor affecting formation of corrosion in the soil, i.e. resistivity. Tests of soil resistivity based on the geophysics electrical resistivity measurements (Wenner method' are presented. This method allows the soil resistivity measurement at various depths. The conducted experimental tests concerned the six culverts situated on different types of roads (national, provincial and local'. All tests were conducted in two periods, i.e. summer and spring. The minimum resistivity of the soil in the vicinity of the steel culverts amounted to 30 Q m and it was established near roadway. The obtained results indicate the peril of the soil corrosion occurrence in the corrugated steel plate culverts, especially located on the national and provincial roads.