放射性废物处理工程屏障材料中的水迁移和膨胀
Joanna McFarlane1, Lawrence M Anovitz1, Michael C Cheshire1
1Oak Ridge National Laboratory, Oak Ridge, Tennessee 37830-6110.
概括
放射性废物储存库依赖于本托尼特粘土. 热水处理,特别是用KCl,显著增加了本托尼特中的水运输,这对于仓库安全建模至关重要.
科学领域:
- 地质工程是地质工程.
- 材料科学 材料科学 材料科学
- 核工程 核工程是指核工程.
背景情况:
- 地下深处的存储库对于隔离放射性废物至关重要.
- 托尼特粘土是多障碍储存系统的关键组成部分.
- 了解土石的液压行为对于长期仓库性能建模至关重要.
研究的目的:
- 为了分析本托尼特样品的液压行为.
- 调查聚合物大小和水热处理 (NaCl,KCl,脱离离子水) 对本托尼特水吸附和膨胀的影响.
- 为了量化顿岩内部的水运输动态.
主要方法:
- 中子和X射线成像用于量化水吸附和胀.
- 分析随着时间的推移吸水和湿面的进展.
- 小角度中子散射 (SANS) 和超小角度中子散射 (USANS) 用于总体尺寸分布.
- 不弹性中子散射 (INS) 用于了解吸收水的物理化学环境.
主要成果:
- 新鲜样本的吸水量依赖于时间的平方根.
- 以前与水接触的样本显示出更可变的吸水率.
- 用KCl进行热水处理证明了水运输的最显著增加.
- 基与石膏岩层的相互作用是增强水运输的潜在机制.
结论:
- 石的液压性能受到聚合物大小和热水历史的影响.
- 化处理显著增强了托尼特中的水运输.
- 这些发现对于准确建模放射性废物仓库的性能和安全至关重要.
更多相关视频
09:39Proof-of-Concept for Gas-Entrapping Membranes Derived from Water-Loving SiO2/Si/SiO2 Wafers for Green Desalination
Published on: March 1, 2020
7.4K
09:23Removal of Trace Elements by Cupric Oxide Nanoparticles from Uranium In Situ Recovery Bleed Water and Its Effect on Cell Viability
Published on: June 21, 2015
9.8K
相关概念视频
Waterproofing and Anti-Bacterial Admixtures in Concrete
74
Concrete's susceptibility to water absorption is due to the capillary action within the pores of its hydrated cement paste. This action draws water in, creating the need for waterproofing admixtures to prevent such penetration. The efficacy of these admixtures is contingent upon the water pressure, with variations arising from different conditions such as rain, capillary rise, or hydrostatic pressure in structures intended to hold water.
Waterproofing admixtures render concrete hydrophobic,...
Waterproofing admixtures render concrete hydrophobic,...
74
Underflow Gates
43
Underflow gates are vital for controlling water flow in irrigation canals. The three main types of underflow gates — vertical, radial, and drum gates — serve different purposes while ensuring effective flow management. Vertical gates move up and down, generating a free-flowing water jet; radial gates pivot to regulate the flow; and drum gates rotate for precise adjustments. The flow through these gates is influenced by downstream conditions, resulting in free or drowned outflow.Free and...
43
Effect of Sea Water on Concrete
178
Concrete exposed to seawater can undergo degradation like the dissolution of ettringite and gypsum, increasing the material's porosity and decreasing its strength. In contrast, the crystallization of salts within the concrete's pores can cause expansion, particularly above the waterline where evaporation occurs. Nonetheless, this expansion only happens when seawater, enabled by the concrete's permeability, manages to infiltrate the structure.
Concrete in areas between tide marks,...
Concrete in areas between tide marks,...
178
Design Example: Analyzing Capacity Contours for Flood Risk Assessment
40
Flood risk assessment involves careful planning and analysis to ensure the safety of communities near water retention structures. Capacity contours are a vital tool in this process, as they illustrate the potential spread of water at specific levels in a given area. In the context of building a bund across a small valley, these contours play a critical role in evaluating the safety of nearby residential areas.In this example, the bund is intended to store stormwater in the valley. The engineers...
40
Nuclear Power
7.7K
Controlled nuclear fission reactions are used to generate electricity. Any nuclear reactor that produces power via the fission of uranium or plutonium by bombardment with neutrons has six components: nuclear fuel consisting of fissionable material, a nuclear moderator, a neutron source, control rods, reactor coolant, and a shield and containment system.
Nuclear Fuels
Nuclear fuel consists of a fissile isotope, such as uranium-235, which must be present in sufficient quantity to provide a...
Nuclear Fuels
Nuclear fuel consists of a fissile isotope, such as uranium-235, which must be present in sufficient quantity to provide a...
7.7K
Unsoundness of Aggregate due to Volume Change
98
Unsoundness in aggregates due to volume changes is primarily caused by the physical alterations aggregates undergo, such as freezing and thawing, thermal changes, and wetting and drying. Unsound aggregates, when subjected to these changes, result in volume change upon disintegration. This, in turn, contributes to the deterioration of concrete, including scaling, pop-outs, and cracking. Particular types of aggregates, such as porous flints, cherts, and those containing clay minerals, are...
98
