Pressure Spike in The LBNF Absorber Core s Gun Drilled Cooling Channel from an Accident Beam Pulse

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
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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.
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事故光束脉冲在 LBNF 吸收器核心的枪钻冷却通道中产生的压力峰值
LBNF 吸收器由十三个 6061-T6 铝芯块组成。芯块使用去离子水(DI)进行水冷却,去离子水在光束运行时会产生放射性。冷却水流经芯块内的枪钻通道。冷却水由 LBNF 吸收器放射性水(RAW)冷却系统提供,该系统是按照 ASME B31.3 正常流体服务[1]设计的。无抑制束事故脉冲撞击水道被确定为一种可信的事故情况。在本研究中,假定光束脉冲直接撞击吸收器,而不与光束线上游的任何部件发生相互作用。LBNF 光束使用的光束参数为 120 GeV、2.4 MW、1.2 秒周期。事故脉冲持续时间为 10{mu}s。最大能量沉积在第 3 个铝芯块中。为简单起见,假定事故脉冲直接撞击 1 in.内径水通道。这里的分析模拟了束流脉冲期间和之后的水压上升及其对向堆芯区块输送水的铝制管道部件的影响。根据载荷和阻力系数设计 (LRDF) 和容许强度设计 (ASD) 确定的焊缝强度与压力峰值在焊缝中产生的力进行了比较。瞬态结构分析用于确定等效膜应力、峰值应力和弯曲应力,并将其与容许极限进行比较。
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