惯性碰撞和蒸汽凝结作用下气溶胶穿透混凝土裂缝的实验研究

Shanpu Wang, Yuxiang Li, Liwen He, L. Tong, Xuewu Cao
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引用次数: 1

摘要

气溶胶穿透亚毫米高度混凝土裂缝壁的估算在安全壳放射性优化评价中受到越来越多的关注,其强调的是气溶胶在裂缝内的沉积而不会对安全壳造成灾难性的破坏。然而,在目前的辐射评估中没有考虑到沉积,而气溶胶的渗透只是假设作为气体泄漏释放。因此,对于未考虑沉降的放射性气溶胶的泄漏,评价结果过于保守。在这项工作中,建立了一个实验装置来研究颗粒在不同几何尺寸的裂缝混凝土墙中的穿透作用。选择二氧化钛粉是因为它的密度大且无毒。设计了一种用于测量高温下含可冷凝蒸汽气溶胶浓度的采样系统。在气体泄漏和气溶胶暴露试验中,采用了一条矩形直槽形状的规则混凝土裂缝和一条具有不同流向弯曲度的不规则混凝土裂缝τ,其定义为裂缝路径的实际长度与混凝土结构厚度的比值。根据铃木的流动模型,从气体泄漏特性的结果可以计算出裂缝的高度。气溶胶暴露试验研究结果表明,增大流速、颗粒直径和弯曲度均能增强气溶胶的穿透能力,而微米颗粒与亚微米颗粒相比,不能穿透混凝土裂缝。直裂缝的气溶胶穿透量与Van De Vate的相关性预测吻合较好,而具有一定弯曲度的不规则裂缝的气溶胶穿透量与Van De Vate的相关性预测不符。同时,还初步探讨了蒸汽凝结对气溶胶穿透的影响。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Experimental Study on Aerosol Penetration Through Concrete Cracks Under Inertial Collision and Steam Condensation
Estimation of aerosol penetration through the cracked concrete wall with a submillimeter height has attracted more attention for radioactivity optimization evaluation of containment, which emphasizes the aerosol deposition inside the cracks without catastrophic destruction of containment. While, no deposition has been considered in current radiological assessments and the penetration of aerosol is simply assumed to be released as the leakage of gas. Therefore, the results of assessment are too conservation for the leakage of radioactive aerosol without considering any deposition. In this work, an experimental facility is set up to study the penetration of particles through cracked concrete walls with different geometric dimensions. Titanium dioxide powder is chosen due to its density and nontoxicity. A sampling system is designed for the measurement of aerosol concentration under high temperature and containing condensable steam. One regular concrete crack in the shape of a straight rectangular slot and one irregular concrete crack with different streamwise tortuosities, τ, which is defined as the radio of the actual length of a crack pathway and the thickness of concrete structure, have been used in the tests of gas leakage and aerosol exposure. The height of cracks can be calculated from the consequences of gas leakage characteristic, based on the Suzuki’s flow model. Research results of aerosol exposure tests indicate that increasing the flow rate, particle diameter and tortuosity all can enhance the aerosol penetration, and micron particles cannot penetrate concrete cracks, compared with submicron particles. The aerosol penetration through the straight concrete crack is in good agreement with the prediction by the correlation proposed by Van De Vate, but no agreement is reached for the irregular crack with some tortuosity. Meantime, the effect of steam condensation on aerosol penetration is also been discussed preliminarily.
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