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Quantifying Cyanide Inhibition of Nitrification and Developing Cost-Effective Treatment Processes.

机译:量化氰化物对硝化的抑制作用并开发具有成本效益的处理方法。

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摘要

All wastewater treatment plants that operate multiple hearth furnaces (MHF) and are required to nitrify must manage the inhibitory effects of free cyanide (HCN, CN--) in the scrubber return flows due to inhibitory impacts on nitrifying bacteria.;HRSD Boat Harbor Treatment Plant (BHTP) a 25 MGD facility consisting of primary and secondary treatment, employs an anoxic selector process for nitrification and partial denitrification and operates a MHF. There is a desire to improve TN removal performance at BHTP due to an annual mass-based bubble permit limit on a combined discharge from seven HRSD plants, and there are no discharge limitations for ammonia or TKN at BHTP.;Due to a limited footprint, management made the decision of dedicating one aeration tank for sidestream treatment of incinerator scrubber water (SW) for biological oxidation of cyanide, an approach which has been used effectively in several plants around the US and HRSD (Daigger et al., 1998). However when this aeration tank, used as a mainstream biological cyanide treatment process (MBCNTP), was put into service for first time, nitrification was not achieved.;Three 22 L sequencing batch reactors (SBR's) with different configurations were used to investigate the feasibility of sending SW to the head of the plant, dosing with potassium cyanide (KCN) to find the maximum cyanide concentration before inhibition of nitrifying bacteria, determining the dosage rate of ferrous sulfate to form soluble Fe-CN complexes and/or insoluble Fe-CN precipitates, and to investigate if it is feasible to use one aeration tank from the BNR process as a MBCNTP.;After approximately 8 months of operation using SBRs and after performing several jar tests, it was determined that cyanide in the SW was the primary inhibitor, additionally, concentrations above 0.08 mg/L at 20 °C and concentrations above 0.26 mg/L at 28 °C were observed to have a negative impact on nitrification, when operating at 15 days total SRT, 10 days aerobic SRT.;Chemical precipitation of cyanide using ferrous sulfate could be an alternative, however trying to maintain the ideal conditions can be expensive since enough ferrous sulfate must be added to maintain the right Fe-CN ratio and enough sodium hydroxide to increase the pH to optimal conditions.;Additionally, temperatures in the MBCNTP system should be maintained below or at 40 °C to successfully degrade cyanide. Nonetheless, this parameter could be difficult to control with the new MACT 129 regulation, which basically changed the way the incinerators are operated.
机译:由于对硝化细菌的抑制作用,所有使用多个炉膛炉(MHF)并需要硝化的废水处理厂都必须控制洗涤塔回流中游离氰化物(HCN,CN--)的抑制作用。工厂(BHTP)是由一级和二级处理组成的25 MGD工厂,采用缺氧选择器工艺进行硝化和部分反硝化,并运行MHF。由于对七家HRSD工厂的联合排放进行了基于质量的年度气泡许可限制,因此希望提高BHTP的TN去除性能,并且对BHTP的氨或TKN没有排放限制。管理层决定将一个曝气池专用于焚化器洗涤器水(SW)的侧流处理,以进行氰化物的生物氧化,该方法已在美国和HRSD的多家工厂中得到有效使用(Daigger等,1998)。然而,当该曝气池作为主流生物氰化物处理工艺(MBCNTP)首次投入使用时,却无法实现硝化作用。;使用三个具有不同配置的22 L顺序批处理反应器(SBR)来研究可行性将SW送到植物头部的步骤,在抑制硝化细菌之前,先加氰化钾(KCN)以找出最大氰化物浓度,确定硫酸亚铁形成可溶性Fe-CN络合物和/或不溶性Fe-CN的剂量比率沉淀,并研究使用BNR工艺中的一个曝气池作为MBCNTP是否可行。;在使用SBR运转约8个月并进行几次罐式测试后,确定SW中的氰化物是主要的抑制剂此外,在15天的操作温度下,在20°C时高于0.08 mg / L的浓度和在28°C时高于0.26 mg / L的浓度对硝化有负面影响总的SRT,需氧的SRT为10天;使用硫酸亚铁化学沉淀氰化物可能是一种替代方法,但是试图维持理想的条件可能是昂贵的,因为必须添加足够的硫酸亚铁来维持正确的Fe-CN比和足够的氢氧化钠以将pH值增加到最佳条件。此外,MBCNTP系统中的温度应保持在40°C以下或40°C以成功降解氰化物。尽管如此,使用新的MACT 129法规可能很难控制该参数,该法规从根本上改变了焚烧炉的运行方式。

著录项

  • 作者

    Salazar-Benites, Germano M.;

  • 作者单位

    Old Dominion University.;

  • 授予单位 Old Dominion University.;
  • 学科 Environmental engineering.;Chemical engineering.;Biochemistry.
  • 学位 M.S.
  • 年度 2017
  • 页码 122 p.
  • 总页数 122
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 古生物学;
  • 关键词

  • 入库时间 2022-08-17 11:54:17

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