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Kinetics of hydrogen sulfide oxidation in sanitary sewer systems.

机译:下水道系统中硫化氢氧化的动力学。

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摘要

There is a need to evaluate different technologies such as FeCl 2, H2O2 and O2 addition as odor and corrosion control alternatives to determine required dosages and detention times. The goal of this research is to study the kinetics of H2S removal using the techniques commonly employed in sanitary sewer systems to determine the effectiveness of each process. To achieve this objective a laboratory simulation of these chemicals additions was carried out using completely mixed BOD bottles as batch-reactors. The BOD reactor was filled with a 7 mg/L H 2S solution. FeCl2, 50%-H2O2, O 2 and a combination of FeCl2 and H2O2 were added to the reactors containing H2S solution and the concentration of H2S remaining was measured after certain reaction times. A rate expression based on experimental data was generated using the integration method. The rate constants (k) and the order of the reaction (n) were calculated from the concentration-time data. For a range of temperature of 12°C and 14°C and pH 7, the oxidation of H2S with FeCl2 adheres to second-order reaction kinetics. The removal of H2S using H2O2 is well described by the third-order kinetic for a temperature range between 10°C and 17°C and pH 7. H2S oxidation by the combination of FeCl2 and H2O2 can be described by third-order reaction kinetic in a temperature range of 15-20°C and pH 7. The removal of H2S injecting O2 to force mains suggests a second-order reaction kinetic at 22.5°C and pH 7. Summing up, FeCl2 treatment requires the addition of large quantities to be effective. Also, O2 injection was ineffective across the range of pure oxygen investigated. Conversely, 50% H2O2 is the most effective chemical control strategy for the mitigation of H2S investigated. Maximum percent H 2S removals using combination of FeCl2 and H2O 2 were in the 90s. In this case most of the H2S is oxidized by H2O2, which means that FeCl2 addition does not have a significant effect on the removal of H2O2 . In every case, the initial concentration of the reactant used has a significant effect on the values of both k and t1/2 .
机译:需要评估不同的技术,例如添加FeCl 2,H2O2和O2作为气味和腐蚀控制的替代品,以确定所需的剂量和滞留时间。这项研究的目的是使用卫生污水系统中常用的技术来研究去除H2S的动力学,以确定每个过程的有效性。为了实现这一目标,使用完全混合的BOD瓶作为批处理反应器对这些化学添加剂进行了实验室模拟。 BOD反应器中充满了7 mg / L H 2S溶液。将FeCl 2,50%-H 2 O 2,O 2以及FeCl 2和H 2 O 2的组合物加入到含有H 2 S溶液的反应器中,并在一定反应时间后测量残留的H 2 S浓度。使用积分方法生成基于实验数据的速率表达式。由浓度时间数据计算出速率常数(k)和反应顺序(n)。在12°C和14°C的温度范围和pH 7的范围内,FeCl2氧化H2S符合二级反应动力学。在10°C至17°C和pH值为7的温度范围内,通过三级动力学很好地描述了使用H2O2去除H2S的过程。通过三级反应动力学可以描述通过FeCl2和H2O2的结合对H2S的氧化。温度范围为15-20°C,pH为7。除去注入氧气的H2S以强制干线,表明在22.5°C和pH为7时具有二级反应动力学。总而言之,FeCl2处理需要添加大量的水。有效。同样,在所研究的纯氧范围内,氧气注入无效。相反,50%的H2O2是缓解H2S的最有效的化学控制策略。结合使用FeCl2和H2O 2去除H 2S的最大百分比在90年代。在这种情况下,大多数H2S被H2O2氧化,这意味着FeCl2的添加对H2O2的去除没有显着影响。在每种情况下,所用反应物的初始浓度都会对k和t1 / 2的值产生重大影响。

著录项

  • 作者

    Guzman, Karloren J.;

  • 作者单位

    University of New Orleans.;

  • 授予单位 University of New Orleans.;
  • 学科 Engineering Civil.; Engineering Sanitary and Municipal.; Engineering Environmental.
  • 学位 Ph.D.
  • 年度 2007
  • 页码 232 p.
  • 总页数 232
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;建筑科学;环境污染及其防治;
  • 关键词

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