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EFFECTS OF MOISTURE CONTENT AND DISTRIBUTION ON RADIATION TRANSPORT IN CONCRETE

机译:水分含量和分布对混凝土辐射输送的影响

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Criticality Emergency Planning (CEP) requires a detailed knowledge of the Facility design and construction in order to undertake radiation transport studies in support of criticality consequence calculations. Such calculations are used at AWE to determine mitigated doses, CEP exclusion zones and in support of Criticality Warning Systems (CWS) detector head placement studies. At AWE, such calculations have traditionally been performed by assuming that structural concrete has a fixed and evenly distributed moisture profile. In order to validate this assumption, work has been undertaken using the finite element analysis tool Femmasse to simulate moisture movement within the concrete and calculate moisture distributions in a 65cm thick concrete wall as a function of aging and specific environmental conditions. This work identified that considerable variation in the moisture profile may arise, with an equilibrium condition being reached after circa 20 years, where the overall moisture content is reduced to a minimum. Furthermore, the calculations identified that the overall moisture content used in extant CEP assessments was considerably lower than that estimated in this work. In order to determine the effect of the moisture distribution profiles, the Monte Carlo transport code MCNP5 was used to study the transmission of radiation through aged concrete and thus assess its performance as a radiation shield in the event of a criticality. Various moisture distributions were assessed based on the findings of the Femmasse calculations and were compared with that assessed using traditional assumptions. Results were obtained for neutron and photon doses. The paper provides an overview of the findings and makes recommendations on the suitability of using evenly distributed moisture profiles in concrete in support of mitigated doses, CEP and CWS detector head placement studies.
机译:关键性应急计划(CEP)需要详细了解设施设计和建设,以便进行辐射运输研究,以支持关键性后果计算。这种计算用于敬畏以确定减轻剂量,CEP排除区并支持临界警告系统(CWS)检测器头部放置研究。在敬畏时,传统上通过假设结构混凝土具有固定且均匀分布的湿度曲线来执行这种计算。为了验证这一假设,采用有限元分析工具FRMMASE进行了工作,以模拟混凝土内的水分运动,并根据老化和特定环境条件计算65厘米厚的混凝土墙中的水分分布。该工作确定了可能出现湿度曲线的相当大的变化,在大约20年之后达到平衡条件,其中整体水分含量降至最低。此外,计算结果确定,现存CEP评估中使用的整体水分含量大大低于这项工作估计的。为了确定水分分配型材的效果,Monte Carlo运输代码MCNP5用于研究辐射通过老化混凝土的透射,从而在临界性中评估其作为辐射屏蔽的性能。根据FRMMASSE计算的结果评估各种水分分布,并与使用传统假设评估的结果进行比较。获得中子和光子剂量的结果。本文概述了调查结果,并提出了关于在混凝土中使用均匀分布的水分型材的适用性,以支持缓解剂量,CEP和CWS检测器头部放置研究。

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