A. DeshpandeFNAL, Batavia, IL, USA, P. HurhFNAL, Batavia, IL, USA, J. HylenFNAL, Batavia, IL, USA, A. LeeFNAL, Batavia, IL, USA, J. LewisFNAL, Batavia, IL, USA, I. RakhnoFNAL, Batavia, IL, USA, V. I. SidorovFNAL, Batavia, IL, USA, Z. TangFNAL, Batavia, IL, USA, S. Tariq I. TropinFNAL, Batavia, IL, USA
{"title":"Pressure Spike in The LBNF Absorber Core s Gun Drilled Cooling Channel from an Accident Beam Pulse","authors":"A. DeshpandeFNAL, Batavia, IL, USA, P. HurhFNAL, Batavia, IL, USA, J. HylenFNAL, Batavia, IL, USA, A. LeeFNAL, Batavia, IL, USA, J. LewisFNAL, Batavia, IL, USA, I. RakhnoFNAL, Batavia, IL, USA, V. I. SidorovFNAL, Batavia, IL, USA, Z. TangFNAL, Batavia, IL, USA, S. Tariq I. TropinFNAL, Batavia, IL, USA","doi":"arxiv-2405.19448","DOIUrl":null,"url":null,"abstract":"The LBNF Absorber consists of thirteen 6061-T6 aluminum core blocks. The core\nblocks are water cooled with de-ionized (DI) water which becomes radioactive\nduring beam operations. The cooling water flows through gun-drilled channels in\nthe core blocks. The cooling water is supplied by the LBNF Absorber Radioactive\nWater (RAW) cooling system which is designed as per ASME B31.3 Normal Fluid\nService [1]. An uninhibited beam accident pulse striking the water channels was\nidentified as a credible accident scenario. In this study, it is assumed that\nthe beam pulse hits the Absorber directly without interacting with any of the\nother upstream beamline components. The beam parameters used for the LBNF beam\nare 120 GeV, 2.4 MW with a 1.2 s cycle time. The accident pulse lasts for 10\n{\\mu}s. The maximum energy is deposited in the 3rd aluminum core block. For the\nsake of simplicity, it is assumed that the accident pulse strikes the 1 in. ID\nwater channel directly. The analysis here simulates the pressure rise in the\nwater during and after the beam pulse and its effects on the aluminum piping\ncomponents that deliver water to the core blocks. The weld strengths as\ndetermined by the Load and Resistance Factor Design (LRDF) and the Allowable\nStrength Design (ASD) are compared to the forces generated in the weld owing to\nthe pressure spike. A transient structural analysis was used to determine the\nequivalent membrane, peak, and bending stresses and they were com-pared to\nallowable limits.","PeriodicalId":501318,"journal":{"name":"arXiv - PHYS - Accelerator Physics","volume":"68 1","pages":""},"PeriodicalIF":0.0000,"publicationDate":"2024-05-29","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"arXiv - PHYS - Accelerator Physics","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/arxiv-2405.19448","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
The LBNF Absorber consists of thirteen 6061-T6 aluminum core blocks. The core
blocks are water cooled with de-ionized (DI) water which becomes radioactive
during beam operations. The cooling water flows through gun-drilled channels in
the core blocks. The cooling water is supplied by the LBNF Absorber Radioactive
Water (RAW) cooling system which is designed as per ASME B31.3 Normal Fluid
Service [1]. An uninhibited beam accident pulse striking the water channels was
identified as a credible accident scenario. In this study, it is assumed that
the beam pulse hits the Absorber directly without interacting with any of the
other upstream beamline components. The beam parameters used for the LBNF beam
are 120 GeV, 2.4 MW with a 1.2 s cycle time. The accident pulse lasts for 10
{\mu}s. The maximum energy is deposited in the 3rd aluminum core block. For the
sake of simplicity, it is assumed that the accident pulse strikes the 1 in. ID
water channel directly. The analysis here simulates the pressure rise in the
water during and after the beam pulse and its effects on the aluminum piping
components that deliver water to the core blocks. The weld strengths as
determined by the Load and Resistance Factor Design (LRDF) and the Allowable
Strength Design (ASD) are compared to the forces generated in the weld owing to
the pressure spike. A transient structural analysis was used to determine the
equivalent membrane, peak, and bending stresses and they were com-pared to
allowable limits.