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在化学投加地点的下水道潮汐水位以下对混凝土腐蚀进行描述。

Characterizing concrete corrosion below sewer tidal levels at chemically dosed locations.

机构信息

Department of Physics and Astronomy, Macquarie University North Ryde, NSW 2109, Australia; Department of Earth and Environmental Science, Macquarie University North Ryde, NSW 2109, Australia.

Department of Physics and Astronomy, Macquarie University North Ryde, NSW 2109, Australia.

出版信息

Water Res. 2020 Oct 15;185:116245. doi: 10.1016/j.watres.2020.116245. Epub 2020 Jul 28.

Abstract

Unexplainable concrete softening below the water line has been observed by Sydney Water in their gravity sewer network, some of which is subjected to corrosion control methods using chemical ferrous chloride (FeCl) dosing of the wastewater. We applied a combination of physical and chemical tools to determine the properties of the top 20 mm of concrete cores recovered from sewer pipes. These techniques consist of neutron tomographic imaging, scanning electron microscopy, hardness mapping, and pH profiling. Concrete cores were collected from roof (crown), tidal (wall) and below flow regions of gravity sewer pipes of Sydney Water's wastewater system from locations that received no treatment as well as locations dosed with FeCl. All samples showed a degree of softening of the surface exposed to the sewerage with an associated depletion in calcium concentration and reduced pH in the same regions.

摘要

在悉尼水务局的重力污水管网中,观察到了无法解释的、位于水位线以下的混凝土软化现象,其中一些管网采用了向污水中投加化学二价铁氯化物(FeCl)的方法进行腐蚀控制。我们应用了物理和化学相结合的工具,以确定从污水管道中回收的混凝土芯样顶部 20 毫米的特性。这些技术包括中子断层成像、扫描电子显微镜、硬度映射和 pH profiling。混凝土芯样是从悉尼水务局污水系统的重力污水管道的顶部(拱顶)、潮汐(壁)和底部流动区域以及未进行处理和投加 FeCl 的位置采集的。所有样品都显示出暴露于污水中的表面存在一定程度的软化,同时在同一区域钙浓度降低,pH 值降低。

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