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固体缓释碳源处理低碳氮比污水的脱氮及机理 被引量:12

Nitrogen removal and mechanism of low C/N wastewater processed by solid sustain-released carbon
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摘要 通过投加PHB(聚-β-羟丁酸)和改性天然缓释碳源,在填料高度0.6 m处的实验表明,投加PHB后反应体系保持着对NH3-N较好的去除效果,去除率为13.04%~94.56%(均值67.45%)。而投加改性天然缓释碳源后,出水NH3-N浓度高于原水;待改性天然缓释碳源完全消耗后,出水NH3-N浓度低于原水。投加改性天然缓释碳源比投加PHB对去除NO-3-N和TN的效果更好,在投加改性天然缓释碳源33 d左右内,系统保持着对NO-3-N和TN很高的去除效果,去除率分别达到17.31%~97.37%(均值77.18%)和33.69%~88.16%(均值74.06%)。在实验参数的基础上,投加改性天然缓释碳源后,系统对高效脱氮的时间可维持33 d左右,反应体系对TN的去除主要依赖于反硝化细菌的异化作用。 By dosing poly-β-hdyroxybutyrate(PHB) and modified natural sustain-released carbon,the experiment of 0. 6 m filler height showed that the reaction system has maintained good removal effect for NH3-N dosing PHB,removal rate is 13. 04% ~ 94. 56%(average 67. 45%). NH3-N effluent concentration is higher than that of influent concentration after dosing modified natural sustain-released carbon. But NH3-N influent concentration is higher than NH3-N effluent concentration after modified natural sustain-released carbon is completely comsumed. The removal effect of NO-3-N and TN dosing modified natural sustain-released carbon is better than that of dosing PHB for approximately 33 days,the removal of NO-3-N and TN is 17. 31% ~ 97. 37%(average 77. 18%) and 33. 69% ~ 88. 16%(average 74. 06%),respectively. On the basis of the experiment parameters, the system can maintain better effect for about 33 days,the removal of TN is mainly dependent on denitrifying bacteria catabolism in the reaction system.
出处 《环境工程学报》 CAS CSCD 北大核心 2014年第6期2423-2428,共6页 Chinese Journal of Environmental Engineering
基金 广东省深圳市科创委的基础研究项目(JC201005180676A)
关键词 改性天然缓释碳源 低碳/氮比 机理 脱氮 效果 modified natural sustain-released carbon low C/N mechanism nitrogen removal effect
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