焦化废水深度处理的工程设计.doc
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- 焦化 废水 深度 处理 工程设计
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1、摘要焦化废水是由原煤的高温干馏、煤气净化和化工产品精制过程中产生的。其成分复杂,含数十种无机和有机化合物。无机化合物中主要是大量氨盐、硫氰化物、硫化物、氰化物等;有机化合物中除了酚类外,还有单环及多环的芳香族化合物,含氮、硫、氧的杂环化合物等。A2/O法既可以先改善废水的可生化性,又可以高效地去除氨氮,因此,它非常适合处理焦化废水,为焦化废水的首选方案。A2/O工艺即Anaerobic-Anoxic-Oxic,它是厌氧缺氧好氧生物脱氮除磷工艺的简称,是利用微生物氧化分解废水中有机物的方法,作为焦化废水处理系统中的二级处理。其核心是在厌氧-好氧工艺(A/O)中间加一缺氧池,将好氧池流出的一部分混
2、合液回流至缺氧池前端。焦化废水二级处理出水种COD和NH3-N常常超标,为了提高COD及氨氮的去除率,常采用深度处理予以解决,处理焦化废水时在A2/O法后加接触氧化法或二级氧化法。本工艺的深度处理采用的是生物接触氧化池进一步硝化,使得最终出水达到标准。关键字:焦化废水,A2/O,深度处理Brief IntroductionCoking coal wastewater is produced from the high-temperature pyrolysis, gas purification and chemical products refined the process. It con
3、tains complex, containing dozens of inorganic and organic compounds. Inorganic compounds mainly large ammonia salt, sulfur cyanide, sulfide, cyanide.Apart from the organic compounds phenols, still single ring and multi-ring aromatic compounds, nitrogen, sulfur, oxygen heterocyclic compounds.A2 / O m
4、ethod can improve wastewater first biodegradability, can be highly effective in removing ammonia, therefore, it is very suitable for wastewater treatment coking, coking wastewater to the preferred option. A2 / O technology that is Anaerobic - Anoxic - Oxic. It is anaerobic - anoxic-aerobic biologica
5、l nitrogen and phosphorus removal process is short is the use of microbial oxidation of organic wastewater, as coking wastewater treatment system of secondary treatment. The core is the anaerobic-aerobic process (A / O) hypoxia middle of a pond, aerobic pond outflow will be part of the mixture back
6、to the front hypoxia pool. Coking two wastewater treatment effluent COD and NH3-N often substandard, in order to enhance the COD and ammonia nitrogen. Treatment often used to be resolved, coking wastewater treatment at the A2 / O Law with contact oxidation or two oxidation. The process of dealing wi
7、th the depth of biological oxidation pond further nitrification, making final effluent up to standard. Key words:Coke wastewater,A2/O,Advanced treatment目录1 概论11.1 焦化废水处理工艺概况1生物处理法1化学处理法2物理化学法4废水循环利用41.2 设计原则41.3 设计依据52 设计条件62.1 设计水量62.2 原水水质62.3 处理要求63 焦化废水的特点及工艺选择73.1 焦化废水的特点73.2 关键工艺的选择71、物化法74 工艺
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