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Quantifying chlorine-reactive substances to establish a chlorine decay model of reclaimed water using chemical chlorine demands

机译:使用化学氯需求来定量氯 - 反应性物质建立再生水的氯腐烂模型

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摘要

In order to guarantee the water quality of reclaimed water in pipeline system, a chlorine bulk-decay model is required for simulation and prediction of chlorine profiles in networks. Conventional chlorine decay models of drinking water are not applicable to reclaimed water due to its complex and varying water quality. In this study, the chlorine decay of reclaimed water was investigated under different operational conditions. Based on these results, different chlorine-reactive substances (CRSs) in reclaimed water were quantified by total chlorine demand (TCD), instantaneous chlorine demand (ICD) and lasting chlorine demand (LCD), respectively. A stoichiometric model (CRS model) of chlorine decay of reclaimed water was established using ICD, TCD and reaction rate constant (fc) as key independent parameters. The experimental data were fitted to the CRS model with promising results under various initial chlorine concentrations (3-10 mg-Cl2/L) and temperatures (8-35 °C). The ICD, TCD and k of different reclaimed water samples were in the range of 0.23 to 2.85 mg-Cl2/L, 1.07 to 4.73 mg-CI2/L, and 0.04 to 4.06L/(mg-h), respectively. Furthermore, the ICDs, TCDs and k could be determined directly by measuring the chlorine consumption at 5 min (ΔC_(Cl,5min)) and 8 h (ΔC_(Cl,8h)) after the addition of chlorine into reclaimed water, and the UV254 of reclaimed water, respectively. The relationships between ICD, TCD, k and the corresponding water quality indexes were further validated. In this way, the chlorine decay profile of redaimed water could be predicted rapidly and precisely by measuring the ΔC_(Cl,5min), ΔCh_(Cl,8h) and UV_(254) of reclaimed water
机译:为了保证管道系统中回收水的水质,需要氯批量模型进行仿真和预测网络中氯谱的预测。饮用水的常规氯腐烂模型由于其复杂和不同的水质而不适用于再生水。在这项研究中,在不同的操作条件下研究了再生水的氯腐烂。基于这些结果,通过总氯需求(TCD),瞬时氯需求(ICD)和持久的氯需求(LCD)量化了再生水中的不同氯反应性物质(CRS)。使用ICD,TCD和反应速率常数(FC)为关键独立参数建立了再生水氯衰减的化学计量模型(CRS模型)。实验数据拟合在CRS模型中,在各种初始氯浓度(3-10mg-Cl2 / L)和温度(8-35℃)下,具有有前途的结果。不同再生水样的ICD,TCD和K的范围为0.23-2.85mg-C12 / L,1.07至4.73mg-CI2 / L,0.04至4.06L /(Mg-H)。此外,ICDS,TCDS和K可以通过在将氯加入回收水中后测量5分钟(ΔC_(CL,5min))和8小时(ΔC_(CL,8H))和8小时)来直接测定再生水的UV254分别。进一步验证了ICD,TCD,K和相应水质指标之间的关系。通过这种方式,可以通过测量再生水的ΔC_(CL,5min),ΔCH_(CL,8H)和UV_(254)来快速且精确地预测红草水的氯衰减轮廓,可以快速且精确地预测再生水的ΔC_(CL,5min)和UV_(254)

著录项

  • 来源
    《Chemical engineering journal》 |2018年第2018期|共8页
  • 作者

    Wang Yun-Hong; Wu Yin-Hu; Du Ye;

  • 作者单位

    Environmental Simulation and Pollution Control State Key Joint Laboratory State Environmental Protection Key Laboratory of Microorganism Application and Risk Gontrol(SMARC) School of Environment Tsmghua University Beijing 100084 PR China;

    Environmental Simulation and Pollution Control State Key Joint Laboratory State Environmental Protection Key Laboratory of Microorganism Application and Risk Gontrol(SMARC) School of Environment Tsmghua University Beijing 100084 PR China;

    Environmental Simulation and Pollution Control State Key Joint Laboratory State Environmental Protection Key Laboratory of Microorganism Application and Risk Gontrol(SMARC) School of Environment Tsmghua University Beijing 100084 PR China;

  • 收录信息
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 化学工业;
  • 关键词

    Chlorine decay model; Reclaimed water; Chlorine demands; Residual chlorine;

    机译:氯腐烂模型;再生水;氯需求;残余氯;

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