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Pilot study on arsenic removal from groundwater using a small-scale reverse osmosis system -Towards sustainable drinking water production

机译:使用小型反渗透系统去除地下水中砷的试验研究-致力于可持续的饮用水生产

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摘要

Arsenic contamination of groundwater is posing a serious challenge to drinking water supplies on a global scale. In India and Bangladesh, arsenic has caused the most serious public health issue in the world for nearly two decades. The aim of this work was to study an arsenic removal system based on reverse osmosis at pilot scale treating two different water sources from two different locations in the State of Bihar, India. For this purpose two villages, Bind Toli and Ramnagar in the Patna District were selected, both located very close to the river Ganga. The trials were conducted with aerated and non-aerated groundwater. It is the first time that the arsenic removal efficiency for aerated and non-aerated groundwater by reverse osmosis technology in combination with an energy-saving recovery system have been studied. As the principle of reverse osmosis requires a relatively high pressure, its energy demand is naturally high. By using an energy recovery system, this demand can be lowered, leading to an energy demand per liter permeate of 3-4Wh/L only. Due to high iron levels in the groundwater and as a consequence the precipitation of ferric (hydr)oxides, it was necessary to develop a granular media filter for the trials under aeration in order to protect the membrane from clogging. Two different materials, first locally available sand, and second commercially available anthracite were tested in the granular media filter. For the trials with aerated groundwater, total arsenic removal efficiency at both locations was around 99% and the arsenic concentration in permeate was in compliance with the WHO and National Indian Standard of 10 mu g/L. However, trials under anoxic conditions with non-aerated groundwater could not comply with this standard. Additionally a possible safe discharge of the reverse osmosis concentrate into an abandoned well was studied. It was observed that re-injection of reject water underground may offer a safe disposal option. However, long-term hydrogeological studies need to be conducted for confirmation. (C) 2016 Elsevier B.V. All rights reserved.
机译:在全球范围内,地下水的砷污染对饮用水供应构成了严峻挑战。在印度和孟加拉国,砷已成为近二十年来世界上最严重的公共卫生问题。这项工作的目的是研究中试规模的基于反渗透的除砷系统,该系统处理来自印度比哈尔邦两个不同地点的两种不同水源。为此,选择了帕特纳区的两个村庄Bind Toli和Ramnagar,它们都非常靠近Ganga河。试验是在充气和非充气的地下水中进行的。首次研究了通过反渗透技术结合节能回收系统对充气和非充气地下水的除砷效率。由于反渗透原理需要较高的压力,因此其能量需求自然很高。通过使用能量回收系统,可以降低此需求,从而使每升渗透液的能量需求仅为3-4Wh / L。由于地下水中铁的含量很高,因此三氧化二铁(氢氧化铁)沉淀,因此有必要开发一种颗粒介质过滤器,以便在曝气条件下进行试验,以保护膜免于堵塞。在粒状介质过滤器中测试了两种不同的材料,第一种是本地可购得的沙子,第二种是市售无烟煤。对于充气地下水试验,两个地点的总砷去除效率约为99%,渗透液中的砷浓度符合WHO和印度国家标准10μg / L。但是,在缺氧条件下用非充气地下水进行的试验不符合该标准。另外,还研究了将反渗透浓缩液安全排放到废弃井中的可能性。据观察,将不合格水重新注入地下可能提供安全的处置选择。但是,需要进行长期的水文地质研究以进行确认。 (C)2016 Elsevier B.V.保留所有权利。

著录项

  • 来源
    《Journal of Hazardous Materials》 |2016年第15期|671-678|共8页
  • 作者单位

    Karlsruhe Univ Appl Sci, Inst Appl Res, Moltkestr 30, D-76133 Karlsruhe, Germany;

    Karlsruhe Univ Appl Sci, Inst Appl Res, Moltkestr 30, D-76133 Karlsruhe, Germany;

    Karlsruhe Univ Appl Sci, Inst Appl Res, Moltkestr 30, D-76133 Karlsruhe, Germany;

    Karlsruhe Univ Appl Sci, Inst Appl Res, Moltkestr 30, D-76133 Karlsruhe, Germany;

    Karlsruhe Univ Appl Sci, Inst Appl Res, Moltkestr 30, D-76133 Karlsruhe, Germany;

    Karlsruhe Univ Appl Sci, Inst Appl Res, Moltkestr 30, D-76133 Karlsruhe, Germany;

    Magadh Univ Bodh Gaya, Dept Environm & Water Management, Anugrah Narayan Coll, Constituent Unit, Patna, Bihar, India;

    Univ Kalyani, Dept Chem, Kalyani, W Bengal, India;

    Univ Southern Queensland, Fac Hlth Engn & Sci, Toowoomba, Qld, Australia|Univ Southern Queensland, Natl Ctr Agr, Toowoomba, Qld, Australia;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《生物学医学文摘》(MEDLINE);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Membrane technology; Arsenic mitigation; Reverse osmosis; Granular media filter; Safe concentrate discharge;

    机译:膜技术;减砷;反渗透;颗粒介质过滤器;安全的精矿排放;

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