Department of Civil and Environmental Engineering, University of Wisconsin-Madison, Madison, WI, United States.
Laboratory for the Chemistry of Construction Materials (LC2), Department of Civil and Environmental Engineering, University of California, Los Angeles, Los Angeles, CA, 90095, United States; Institute for Carbon Management (ICM), University of California, Los Angeles, Los Angeles, CA 90095, United States.
Waste Manag. 2021 Feb 15;121:117-126. doi: 10.1016/j.wasman.2020.12.007. Epub 2020 Dec 25.
High-sulfur mixed fly ash residues from semi-dry flue gas desulfurization units in coal-fired power plants are unsuitable for use as supplementary cementitious material (SCM) for concrete production or carbon dioxide utilization. In this work, we explore the potential for upcycling a representative spray dry absorber ash (10.44 wt% SO) into concrete-SCM by selective sulfur removal via weak acid dissolution while simultaneously exploring the possibility for CO capture. Towards this effort, parametric studies varying liquid-to-solid ratio, acidity, and CO pressure were conducted in a batch reactor to establish the sulfur removal characteristics in de-ionized water, nitric acid, and carbonic acid, respectively. The dissolution studies show that the leaching of sulfur from calcium sulfite hemihydrate, which is the predominant S phase, is rapid and achieves a concentration plateau within 5 min, and subsequently, appears to be controlled by the primary mineral solubility. Preferential S removal was sufficient to meet SCM standards (e.g., 5.0 wt% as per ASTM C618) using all three washing solutions with 0.62-0.72 selectivity (S^), defined as the molar ratio of S to Ca in the leachate, for a raw fly ash with bulk S^ = 0.3. Acid dissolution with 1.43 meq/g of ash or under 5 atm CO retained > 18 wt% CaO and other Si-, Al-rich phases in the fly ash. Based on the experimental findings, two sulfur removal schemes were suggested for either integration with CO capture and utilization processes using flue gas or to produce fly ash for use as a SCM.
来自燃煤电厂半干法烟气脱硫装置的高硫混合飞灰残渣不适合用作混凝土生产的补充胶凝材料(SCM)或二氧化碳利用。在这项工作中,我们通过弱酸溶解探索了将代表性喷雾干燥吸收器灰(10.44wt% SO)选择性脱除硫以升级为混凝土-SCM 的可能性,同时探索了 CO 捕集的可能性。为此,在间歇式反应器中进行了一系列参数研究,改变液固比、酸度和 CO 压力,分别在去离子水、硝酸和碳酸中建立了脱除硫的特性。溶解研究表明,从亚硫酸钙半水合物(主要的 S 相)中浸出硫是快速的,并且在 5 分钟内达到浓度平台,随后似乎受主要矿物溶解度的控制。使用所有三种洗涤溶液,通过优先脱除 S 可以满足 SCM 标准(例如,根据 ASTM C618 为 5.0wt%),对于原始飞灰,S^选择率(S^)为 0.62-0.72,定义为浸出液中 S 与 Ca 的摩尔比,对于原始飞灰,S^选择率为 0.3。用 1.43meq/g 灰分或在 5atm CO 下进行酸溶解,保留了飞灰中>18wt%的 CaO 和其他 Si、Al 富相。基于实验结果,提出了两种脱除硫的方案,一种是与烟道气中的 CO 捕集和利用过程集成,另一种是生产用作 SCM 的飞灰。