Inspection of Some Components of the Nuclear Reactor TRICO II | ||||
Arab Journal of Nuclear Sciences and Applications | ||||
Article 20, Volume 56, Issue 2, January 2023, Page 131-139 PDF (1.2 MB) | ||||
Document Type: Original Article | ||||
DOI: 10.21608/ajnsa.2023.172591.1676 | ||||
View on SCiNiTO | ||||
Authors | ||||
Ngalamulume Dieudonné KABEYA 1; MUKINAY Luis Phelix KAJA2; Mutombo Daniel KADIMA3; Kalonji Chantal MUJINGA3; Ndomatezo Patrick KUBA4; Kiesse Bruno MANDUNGU5; Lufumbwa William LUKIBANZA6; Tshimbela Serge ILUNGA3; Lunguya Jérémie MUSUEMA7; Mihigo Oscar SHETONDE8 | ||||
1Centre Régional d'Études Nucléaires de Kinshasa Avenue de l'Université, Campus de Kinshasa. | ||||
2COMMISSARIAT GENERAL A L'ENERGIE ATOMIQUE/CENTRE REGIONAL D'ETUDES NUCLEAIRES DE KINSHASA(CGEA/CREN-K) KINSHASA /DRCONGO | ||||
3COMMISSARIAT GENERAL A L'ENERGIE ATOMIQUE/CENTRE REGIONAL D'ETUDES NUCLEAIRES DE KINSHASA | ||||
4COMMISSARIAT A L'ENERGIE ATOMIQUE/CENTRE REGIONAL D'ETUDES NUCLEAIRES DE KINSHASA | ||||
5COMMISSARIAT GENERAL A L'ENERGIE ATOMIQUE/CENTRE REGIIONAL D'ETUDES NUCLEAIRES DE KINSHASA | ||||
6COMMISSARIAT GENERAL A L'ENERGIE ATOMIQUE/CENTRE REGIONAL D'ETUDES NUCLEAIRES DE KINSHASA DRCONGO | ||||
7Commissariat Général à l'Energie Atomique/ Centre Régional d'Etudes Nucléaires de Kinshasa/ Université de Kinshasa Kinshasa/RD Congo | ||||
8UNIVERSITE DE KINSHASA DRCONGO | ||||
Abstract | ||||
In order to restart the Research Reactor Trico II, nuclear components are inspected using two main Non-Destructive Testing (NDT) methods, namely Visual Inspection (VI) and Ultrasonic Testing (UT). Visual method was needed to inspect the TANK using underwater camera ARECONT VISION and the USB2.0 endoscope. Ultrasonic method was needed to inspect octagonal concrete structure using a flaw detector Proceq Pundit PL-200PE for uniformity and quality controls. The inspection showed that the reactor tank has not been degraded. Indeed, out of about one hundred photos taken with both underwater cameras, only two shows small degradations on the tank wall. One concerns the horizontal ring 1, which is not well sticked on the tank wall. The second concerns the vertical weld (CV1), which shows a visible spot on the weld due probably to dust accumulation. The biological protection layer of the octagonal concrete structure is not also degraded. The calculated concrete structure elasticity modulus is given by G=192 558,53±43811,93 Mpa | ||||
Keywords | ||||
Non-destructive testing; Visual inspection; Ultrasonic Testing; concrete structure; reactor tank | ||||
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