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首页> 外文期刊>Environmental Processes >Recirculating Water Treatment in Closed Hydroponic Systems: Assessment of Granular Activated Carbon and Soft Templated Mesoporous Carbon for Adsorptive Removal of Root Exudates
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Recirculating Water Treatment in Closed Hydroponic Systems: Assessment of Granular Activated Carbon and Soft Templated Mesoporous Carbon for Adsorptive Removal of Root Exudates

机译:封闭水培系统中的再循环水处理:对颗粒状活性炭和软模板介孔碳的评估进行吸附除去根渗出物

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摘要

The present study deals with the characterization of reused nutrient solution (RNS) from a hydroponic farm (lettuce). Chemical analysis with GC-MS revealed the presence of eleven individual organic acids as a part of root exudates (acetic, acrylic, maleic, succinic, benzoic, phthalic, sebacic, myristic, palmitic, oleic and stearic acid). Based on these results, first batch tests were developed to determine the breakthrough time and the best kinetic model for adsorption of benzoic acid (as an indicator of these 11 organic acids) on two different types of carbon based adsorbents (granular activated carbon-GAC and soft templated mesoporous carbon-SMC). In order to evaluate the adsorption kinetics, four different kinetic models were fit to the experimental data. The pseudo-second-order best represented the experimental data for both adsorbents at all dosages, exhibiting high linear correlation coefficients (R~2≥0.98). Second, to gain a better understanding of the adsorption efficiency during the batch experiments, several parameters were measured (i.e., COD, UV_(254), pH and EC) and the effect of adsorbent dosages on these parameters was studied. Third, the effect of different flow rates and bed heights on the breakthrough curve was studied during column tests. These curves were fitted to four well-known fixed-bed adsorption models, namely Thomas, Bohart-Adams, Yoon-Nelson and BDST models. The latter model was found to be most suitable (R~2≥0.88) to predict the breakthrough curve for benzoic acid uptake on GAC in fixed bed column. Scale up analysis revealed that approximately 72 kg GAC is required to treat RNS during 27 days for a typical flow rate of 360 L h~(-1) (3200 kg L~(-1)).
机译:本研究涉及来自水培农场(莴苣)的重复使用营养溶液(RNS)的表征。用GC-MS的化学分析显示11个单个有机酸的存在作为根除渗透物的一部分(醋酸醋酸,马来酸,琥珀酸,苯甲酸,邻苯二甲,糖尿病,肉豆蔻,棕榈酸,油酸和硬脂酸)。基于这些结果,开发了第一批次测试以确定两种不同类型的碳基吸附剂(粒状活性炭 - GAC和粒状)的碳酸(作为这11种有机酸的指示剂)的突破时间和最佳动力学模型软模板化的中孔碳-SMC)。为了评估吸附动力学,四种不同的动力学模型适合实验数据。伪二阶最佳代表了所有剂量的吸附剂的实验数据,表现出高线性相关系数(R〜2≥0.98)。其次,为了在批量实验期间更好地了解吸附效率,测量了几种参数(即,COD,UV_(254),pH和EC)以及吸附剂剂量对这些参数的影响。第三,在柱试验期间研究了不同流速和床高度对突破曲线的影响。这些曲线适用于四个着名的固定床吸附模型,即托马斯,Bohart-Adams,Yoon-Nelson和BDST模型。后一种模型被发现是最合适的(R〜2≥0.88),以预测固定床柱中GAC对苯甲酸摄取的突破曲线。扩展分析显示,在27天内需要大约72kg GAC,以典型的流速为360μl〜(-1)(3200kg l〜(-1))。

著录项

  • 来源
    《Environmental Processes》 |2019年第1期|1-23|共23页
  • 作者单位

    LIWET Department of Industrial Biological Sciences Ghent University Campus Kortrijk Graaf Karel De Goedelaan 5 B-8500 Kortrijk Belgium;

    LIWET Department of Industrial Biological Sciences Ghent University Campus Kortrijk Graaf Karel De Goedelaan 5 B-8500 Kortrijk Belgium;

    LIWET Department of Industrial Biological Sciences Ghent University Campus Kortrijk Graaf Karel De Goedelaan 5 B-8500 Kortrijk Belgium;

    LIWET Department of Industrial Biological Sciences Ghent University Campus Kortrijk Graaf Karel De Goedelaan 5 B-8500 Kortrijk Belgium;

    Industrial Catalysis and Adsorption Technology (INCAT) Department of Materials Textiles and Chemical Engineering Faculty of Engineering and Architecture Ghent University Valentin Vaerwyckweg 1 9000 Ghent. Belgium;

    Industrial Catalysis and Adsorption Technology (INCAT) Department of Materials Textiles and Chemical Engineering Faculty of Engineering and Architecture Ghent University Valentin Vaerwyckweg 1 9000 Ghent. Belgium;

    LIWET Department of Industrial Biological Sciences Ghent University Campus Kortrijk Graaf Karel De Goedelaan 5 B-8500 Kortrijk Belgium;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Closed hydroponics; Root exudates; Water treatment; Sustainability; Granular activated carbon (GAC); Soft templated mesoporous carbon (SMC);

    机译:封闭的水培;根渗出物;水处理;可持续性;粒状活性炭(GAC);软模板化介孔碳(SMC);

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