| 沸石床多级生物膜焦化废水处理系统的NH+4-N去除稳定性研究 |
| 摘要点击 1670 全文点击 986 投稿时间：2008-01-10 修订日期：2008-05-10 |
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| 中文关键词 焦化废水 沸石 多级生物膜 NH+4-N去除稳定性 分子量分布 |
| 英文关键词 coke-plant wastewater zeolite multistage-biofilm system NH+4-N removal stability molecular weight distribution |
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| 中文摘要 |
| 焦化废水处理中预处理蒸氨工艺不稳定容易引起生物处理出水NH+4-N的波动，为了在有机物去除的同时提高生物系统对NH+4-N的去除效果和稳定性，采用对NH+4-N有良好吸附性能的天然斜发沸石为生物填料构建沸石床多级生物膜系统，考察了进水负荷对系统运行稳定性的影响、抗冲击负荷能力以及系统的功能分区和污染物迁移转化规律.结果表明，当系统进水NH+4-N负荷≤0.21 kg/(m3·d)、COD负荷≤1.35 kg/(m3·d)时，出水NH+4-N和COD的平均浓度分别为(2.2±1.2)mg/L和(228±60)mg/L，平均去除率分别达(99.1±0.5)%和(86.0±2.6)%.在低、高两次NH+4-N冲击负荷［0.03 kg/(m3·d)和0.06 kg/(m3·d)］条件下，系统对NH+4-N的平均去除率仍然分别高达99.0%和92.9%，高于对比系统的96.8%和89.3%，表现出良好的抗NH+4-N冲击负荷性能与处理稳定性.系统好氧单元反应器沿程出现脱碳/硝化功能区(C/N区)和硝化功能区(N区)，其中N区的NH+4-N 降解速率为C/N区的2～8倍.系统进水中相对分子质量＜1×103、 1×103～1×104、 ＞1×104的TOC浓度分别为227.6、104.8和35.0 mg/L，处理出水中的TOC浓度分别为31.2、 22.9和31.5 mg/L，其中相对分子质量＜1×103和1×103～1×104这2个范围的有机物降解良好，出水残余物质主要为相对分子质量＞1×103的有机物. |
| 英文摘要 |
| The practical ammonia stripping effectiveness of coke-plant wastewater treatment may vary widely，and high NH+4-N shock loading will lead to the fluctuation of residual NH+4-N concentration of biological effluent.A zeolite media packed multistage-biofilm system (ZMBS) was used for coke-plant wastewater treatment for enhancing the NH+4-N treatment ability of the bio-system to shock loading，as well as achieving high COD removal efficiency.Treatment performance during steady-state and shock loading and transformation of organic pollutants in the system were investigated systematically.The experiment results indicated that when the system was operated at NH+4-N loading≤0.21 kg/(m3·d) and COD loading≤1.35 kg/(m3·d)，the average effluent NH+4-N and COD concentrations were (2.2±1.2)mg/L，(228±60)mg/L with average removal efficiencies of (99.1±0.5)% and (86.0±2.6)%. During the twice NH+4-N shock loadings ［0.03 kg/(m3·d) and 0.06 kg/(m3·d)］，ZMBS showed a strong resisting ability with average removal efficiencies of 99.0% and 92.9% higher than those of a compared system's 96.8% and 89.3%.By monitoring the change of water quality along the length of the ZMBS's cells，two function zones for different pollutant removal were found to exist，named as decarbonization/nitrification (C/N) zone and nitrification (N) zone，and the NH+4-N removal rate in N zone was 2-8 times as that in C/N zone.TOC concentrations of organic matters with relative molecular weight <1×103，1×103 to 1×104，and >1×104，were 227.6， 104.8 and 35.0 mg/L in raw wastewater，and 31.2， 22.9 and 31.5 mg/L in the effluent，respectively.Organic matters with relative molecular weight <1×103 and 1×103 to 1×104 in raw wastewater were removed effectively by ZMBS，but those with relative molecular weight >1×103 were the main remained substances in the effluent. |
