2017
DOI: 10.1051/matecconf/201711700185
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Calculation of the hydraulic characteristics of the protective coating used in trenchless technologies for the construction and renovation of pipelines to extend their service life

Abstract: Abstract. The lifetime of the pipeline, which undergoes trenchless repair by pulling and then fixing various types of internal protective coatings inside, is determined by the strength characteristics of the two-layer structure "old pipeline + internal protective coating". Hydraulic parameters of internal protective coatings, such as surface roughness and degree of hydrophobicity (water repellency), can play a role in prolonging the life of the repaired pipeline. With a high degree of hydrophobicity of the pro… Show more

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Cited by 5 publications
(4 citation statements)
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“…A dilapidated cast-iron pipeline with an internal diameter of 0.4 m and a length of 400 m, lying at a depth of 3.0 m, is considered as an object of restoration. Based on preliminary calculations for two alternatives, the following values were obtained: for the elastic modulus of the sleeve E (3500 N/mm 2 ) based on fiberglass and its bending strength δ (75 N/mm 2 ) to ensure the bearing capacity of the pipeline, the wall thickness of the sleeve should be 5.1 mm, and the inner diameter of the restored pipeline 0.4 -2•0.0051=0.3898 m; with the elastic modulus of the sleeve E (1400 N/mm 2 ) based on polymer fibers and its bending strength δ (18 N/mm 2 ), the wall thickness of the sleeve should be 7.3 mm, and the inner diameter of the restored pipeline 0.4 -2•0.0073 =0.3854 m [16].…”
Section: Methodsmentioning
confidence: 99%
“…A dilapidated cast-iron pipeline with an internal diameter of 0.4 m and a length of 400 m, lying at a depth of 3.0 m, is considered as an object of restoration. Based on preliminary calculations for two alternatives, the following values were obtained: for the elastic modulus of the sleeve E (3500 N/mm 2 ) based on fiberglass and its bending strength δ (75 N/mm 2 ) to ensure the bearing capacity of the pipeline, the wall thickness of the sleeve should be 5.1 mm, and the inner diameter of the restored pipeline 0.4 -2•0.0051=0.3898 m; with the elastic modulus of the sleeve E (1400 N/mm 2 ) based on polymer fibers and its bending strength δ (18 N/mm 2 ), the wall thickness of the sleeve should be 7.3 mm, and the inner diameter of the restored pipeline 0.4 -2•0.0073 =0.3854 m [16].…”
Section: Methodsmentioning
confidence: 99%
“…The studied materials have been represented by polyethylene pipes, subject to necessary identification of the dynamics of the coefficient of hydraulic friction change in a wide range of temperatures both of the transported liquid and the pipeline environment (for example, indoors, during ground or underground pipe laying, etc.). The results of the hydraulic experiments were processed using automated software programs [15][16].…”
Section: Methodsmentioning
confidence: 99%
“…Для определения степени деформации трубопроводов (изменения диаметра и толщины стенки полимерной трубы после операций ее термомеханического сжатия и распрямления), при использовании технологии Swagelining, применялась специальная автоматизированная программа [11].…”
Section: результаты исследованияunclassified