[1]黄政宇,吴霄龙,李昂臻,等.原位生成铁锰复合氧化物在微絮凝/过滤工艺中除砷[J].中国给水排水,2024,40(1):8-14.
　HUANGZheng-yu,WUXiao-long,LIAng-zhen,et al.Arsenic Removal by in Situ Formed Iron-manganese Binary Oxide in Pilot-scale Microflocculation-Filtration Process[J].China Water & Wastewater,2024,40(1):8-14.
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原位生成铁锰复合氧化物在微絮凝/过滤工艺中除砷

中国给水排水[ISSN:1000-4062/CN:12-1073/TU] 卷: 第40卷 期数: 2024年第1期 页码: 8-14 栏目: 出版日期: 2024-01-01
Title:
Arsenic Removal by in Situ Formed Iron-manganese Binary Oxide in Pilot-scale Microflocculation-Filtration Process
作者:
黄政宇1， 吴霄龙1， 李昂臻2， 段常慧3， 李荣乐1， 吴鹍1
（1.西安建筑科技大学 环境与市政工程学院，陕西 西安 710055；2.中国城市规划设计研究院，北京 100084；3.长治市城市河道事务中心，山西 长治 046000）
Author(s):
HUANG　Zheng-yu1， WU　Xiao-long1， LI　Ang-zhen2， DUAN　Chang-hui3， LI　Rong-le1， WU　Kun1
（1. School of Environmental and Municipal Engineering， Xi’an University of Architecture and Technology， Xi’an 710055， China； 2. China Academy of Urban Planning & Design， Beijing 100084， China； 3. Changzhi City Urban River Affairs Center， Changzhi 046000， China）
关键词:
砷;  地下水;  铁锰复合氧化物;  吸附;  过滤
Keywords:
arsenic;  groundwater;  iron-manganese binary oxide;  adsorption;  filtration
摘要:
针对传统吸附除砷（As）工艺所存在的吸附剂制备成本高、再生操作复杂以及固液分离困难等问题，开发了一种采用纤维球、锰砂作为填充滤料，使用在线加药原位生成的铁锰复合氧化物（FMBO）作为吸附剂的除砷新工艺。选用农村地区的砷污染地下水作为处理对象进行中试，在Fe3+、Mn7+、Mn2+投加量分别为1.75、0.1和0.15 mg/L，水力停留时间为15 min的最佳条件下运行了5个周期，出水砷、铁和锰浓度分别稳定在10 μg/L、0.3 mg/L和0.1 mg/L以下，均达到了《生活饮用水卫生标准》（GB 5749—2022）中的限值要求，且运行成本仅约为0.91元/m3。与其他地下水除砷工艺相比，该技术更加经济高效。
Abstract:
A novel arsenic (As) removal technology was developed in response to the shortcomings of traditional adsorption-based methods, such as high adsorbent preparation costs, complex regeneration procedures, and difficult solid-liquid separation. This new approach utilized fiber balls and manganese sand as filling materials, and employed an iron-manganese binary oxide generated in situ by online dosing as the adsorbent. The arsenic contaminated groundwater in rural areas was selected as the target in this pilot scale test. The results showed that after five cycles of operation under optimal conditions of Fe3+ dosing at 1.75 mg/L, Mn7+ dosing at 0.1 mg/L, Mn2+ dosing at 0.15 mg/L, and hydraulic retention time of 15 minutes, the concentrations of As, Fe, and Mn in the effluent were stable below 10 μg/L, 0.3 mg/L and 0.1 mg/L, and were all below the limit values stipulated in the Standards for Drinking Water Quality (GB 5749-2022). Moreover, the operating cost of this technique was only about 0.91 yuan/m3. Compared with other techniques for removing arsenic from groundwater, it was more cost-effective.

相似文献/References:

[1]李艳苹,刘小骐,王翠翠,等.海水中的砷形态分析方法研究进展[J].中国给水排水,2023,39(6):25.
　LIYan-ping,LIUXiao-qi,WANGCui-cui,et al.Recent Advances on the Speciation Analysis of Arsenic in Seawater[J].China Water & Wastewater,2023,39(1):25.
[2]窦韩,黄廷林,程亚.人工强化负载锰氧化物滤料去除地下水中氨/锰中试[J].中国给水排水,2024,40(3):15.
　DOUHan,HUANGTing-lin,CHENGYa.Ammonia/Manganese Removal from Groundwater by Artificially Enhanced Manganese Oxide Filter Media[J].China Water & Wastewater,2024,40(1):15.

更新日期/Last Update: 2024-01-01