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使用填充有圣盖博谷砂的柱状物进行为期四年的土壤含水层处理模拟。

A four-year simulation of soil aquifer treatment using columns filled with San Gabriel Valley sand.

机构信息

Trussell Technologies Incorporation, 232 N. Lake Avenue Suite 300, Pasadena, CA 91101, United States.

Trussell Technologies Incorporation, 232 N. Lake Avenue Suite 300, Pasadena, CA 91101, United States.

出版信息

Water Res. 2018 Nov 1;144:26-35. doi: 10.1016/j.watres.2018.07.012. Epub 2018 Jul 5.

DOI:10.1016/j.watres.2018.07.012
PMID:30014976
Abstract

Two column pairs filled with 3.05-m of a sandy soil from the Upper San Gabriel Valley were operated for a period of four and ½ years on municipal effluent from the San Jose Creek Water Reclamation Plant operated by the Sanitation Districts of Los Angeles County (LACSD). One column pair was fed filtered, chlorinated effluent (tertiary effluent) for the entire period. The other pair was fed ozonated secondary effluent for 8-mo, ozonated secondary effluent filtered through biological activated carbon (O/BAC) for 7-mo and tertiary effluent for 38-mo. Each column pair was operated in series, where the first column was operated for a shorter residence time and the second column for a longer residence time. Residence times tested were 5-d, 28-d, 30-d, 58-d, 60-d, 150-d and 180-d. For the last 38-mo, both pairs of columns had a residence time of 30-d in the first column and the total residence time of the two pairs was 150 and 180-d, respectively. Testing showed both of these pairs had the same long-term performance. The column pairs with a 150 to 180-d residence time, which were both fed tertiary effluent, reached an effluent total organic carbon (TOC) of 1.8 mg/L. Column pairs with a 28 to 30-d residence time, which were fed tertiary, ozonated, and O/BAC effluent, reached effluent TOCs of 2.3, 2.1 and 1.8 mg/L respectively. In the latter, some TOC removal was shifted from the soil columns to the BAC. During the last 38 months of testing, using tertiary effluent as the source water, a series of sampling events was performed throughout the soil column system for N-nitrosodimethylamine (NDMA) and chemicals of emerging concern (CECs). NDMA was substantially reduced in all the columns, with a median value of 3 ng/L after 30-d and <2 ng/L after both 150 and 180-d. Twenty-one CECs were found in the majority of tertiary effluent samples, twelve of which were attenuated by the soil columns and the remaining were not. Chemicals found to be recalcitrant were 4-nonylphenol, acesulfame-k, carbamazepine, lidocaine, primidone, simazine, sucralose, sulfamethoxazole, and TCEP. Using excitation-emission matrix (EEM) techniques, soluble microbial products (SMP) peak characteristic of effluent organic matter (EfOM) is nearly eliminated after a 30-d hydraulic retention time (HRT) and completely eliminated in the 150/180-d samples. The intensity of the other peaks is significantly reduced as well, resulting in an EEM much like that of natural groundwater.

摘要

上圣盖博谷的 3.05 米沙质土壤的两列柱对在上加利福尼亚州圣何塞克里克污水处理厂(由洛杉矶县卫生区运营)的处理后的城市污水进行了为期四年半的处理。一列柱连续输入过滤、氯化处理后的污水(三级处理出水),另一列柱则在 8 个月内输入臭氧处理后的二级处理出水、臭氧处理后经生物活性炭过滤的二级处理出水(O/BAC),最后输入三级处理出水。每列柱都串联运行,其中第一列柱的停留时间较短,第二列柱的停留时间较长。测试的停留时间分别为 5、28、30、58、60、150 和 180 天。在最后 38 个月中,两列柱对的第一列柱的停留时间均为 30 天,两列柱对的总停留时间分别为 150 和 180 天。测试结果表明,这两对柱对的长期性能相同。输入三级处理出水的 150 至 180 天停留时间的柱对,其出水总有机碳(TOC)达到 1.8mg/L。输入三级、臭氧和 O/BAC 处理出水的 28 至 30 天停留时间的柱对,其出水 TOC 分别为 2.3、2.1 和 1.8mg/L。在后一种情况下,一些 TOC 去除从土壤柱转移到 BAC。在最后 38 个月的测试中,使用三级处理出水作为水源,在整个土壤柱系统中进行了一系列采样事件,以检测 N-亚硝基二甲胺(NDMA)和新兴关注化学物质(CECs)。所有柱对中的 NDMA 均大幅减少,经过 30 天的处理后,中位数为 3ng/L,经过 150 天和 180 天的处理后,中位数值均低于 2ng/L。在大多数三级处理出水样品中发现了 21 种 CEC,其中 12 种被土壤柱衰减,其余的没有。发现难以降解的化学物质为 4-壬基酚、乙酰磺胺酸钾、卡马西平、利多卡因、苯巴比妥、西玛津、三氯蔗糖、磺胺甲恶唑和三(2-氯乙基)磷酸酯。使用激发-发射矩阵(EEM)技术,在 30 天水力停留时间(HRT)后,可基本消除出水有机物(EfOM)特征性的可溶性微生物产物(SMP)峰,在 150/180 天的样品中完全消除。其他峰的强度也显著降低,导致 EEM 非常类似于天然地下水。

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