新墨西哥西北部垃圾填埋场煤燃烧副产物的非饱和和饱和水力特性研究

R. Webb, J. Stormont, M. Stone, B. Thomson
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引用次数: 9

摘要

煤燃烧副产物(CCBs)在无衬砌垃圾填埋场的处理会影响附近水资源的质量。在以前的研究中,已经发现CCBs会将有毒重金属如砷、汞和铅浸出到地下水中。CCBs包括飞灰、底灰和烟气脱硫产物(FGD石膏)。在填埋场内,CCBs可能以与深度相关的不同密度存在,主要由上述材料的重量压实。本研究的重点是确定粉煤灰和底灰的非饱和和饱和水力特性作为密度的函数,从而作为填埋场深度的函数。从新墨西哥州北部的一个发电厂收集灰烬样本进行实验室分析。压缩率曲线是为了确定在一定压力范围内可能经历的密度。饱和水力导电性是通过对每种材料的多种密度进行落头试验来确定的。通过吊柱试验、压板试验、露点电位器测量和相对湿度测量得出了水分特性曲线。在一定的密度范围内测量了每种材料的水分特性曲线。结果表明,粉煤灰饱和水导率随试验材料密度的变化而变化,用所建立的方程可以合理地预测其密度。粉煤灰不饱和特性随密度的变化也呈现出变化趋势,随密度的增加变异性减小。利用本文的方法可以估计出填埋场粉煤灰的密度、非饱和和饱和水力特性与深度的关系。底灰在压缩性方面表现出与粉煤灰相似的趋势,但变异性较小。非饱和和饱和水力特性表现出一定的趋势,尽管有很大的变异性。利用本文提出的方法可以合理地估计填埋场底灰材料的密度,而非饱和和饱和水力特性具有较大的不确定性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
CHARACTERIZING THE UNSATURATED AND SATURATED HYDRAULIC PROPERTIES OF COAL COMBUSTION BY-PRODUCTS IN LANDFILLS OF NORTHWESTERN NEW MEXICO 1
Coal combustion byproducts (CCBs) disposed of in unlined landfills can affect the quality of adjacent water resources. In previous studies, CCBs have been found to leach toxic heavy metals such as arsenic, mercury, and lead into groundwater. CCBs include fly ash, bottom ash, and flue-gas desulfurization product (FGD gypsum). Within a landfill, CCBs may be present at different densities associated with depth, compacted primarily from the weight of above materials. This investigation focused on determination of the unsaturated and saturated hydraulic properties of fly ash and bottom ash as a function of density and thus a function of depth within a landfill. Ash samples from a power plant in northern New Mexico were collected for laboratory analysis. Compressibility curves were developed in order to determine what densities may be experienced at a range of pressures. Saturated hydraulic conductivity was determined using falling head tests for multiple densities of each material. Moisture characteristic curves were developed from hanging column tests, pressure plate tests, dew point potentiometer measurements, and relative humidity measurements. The moisture characteristic curves were also measured at a range of densities for each material. Results indicated that the fly ash saturated hydraulic conductivity varied as a function of density for the materials tested and the density could be reasonably predicted using an equation presented. Fly ash unsaturated properties also show trends with variations in density with the variability decreasing as density increases. Fly ash in a landfill can have estimated density, unsaturated and saturated hydraulic properties as a function of depth using the methods in this paper. Bottom ash showed similar trends in compressibility with less variability with respect to the fly ash. The unsaturated and saturated hydraulic properties show some trends, though with high amounts of variability. The density of bottom ash materials in a landfill may be reasonably estimated using methods proposed in this study while unsaturated and saturated hydraulic properties have greater uncertainty.
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