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61.
62.
内循环移动床生物膜反应器的研究与应用 总被引:2,自引:0,他引:2
对传统移动床生物膜反应器进行改进,开发了内循环移动床生物膜反应器,通过处理模拟生活污水的研究,考察了反应器去除有机物和脱氮的能力。结果表明,在填料投加率为35%、进水COD为200~800mg/L、HRT为6h、有机负荷为0.8~3.2kg/(m.3d)的条件下,系统COD的去除率在89%以上;同时反应器具有良好的同步硝化反硝化脱氮能力,在DO为2.0mg/L、C/N为25、HRT为6h的条件下,NH4-N和TN的平均去除率分别可以达到98%和93%。另外,内循环移动床生物膜反应器与移动床生物膜反应器的对比实验结果表明,前者对COD和氮的去除效果都优于后者。 相似文献
63.
火电厂排放的氮氧化物(NOx)是主要的大气污染源之一,以灰色层次分析法为基础,选择目前应用较为成熟的3种典型的烟气脱硝工艺进行多指标、多层次的综合评价,将3种脱硝技术按照优劣进行排序,进而为选择合适的脱硝装置提供参考依据,以减少火电厂氮氧化物的排放。 相似文献
64.
湿法烟道气脱硫脱硝反应动力学 总被引:1,自引:0,他引:1
近年来,发展的同时脱硫脱硝方法,是借助于氧化不容易溶解的NO到容易溶解的NO_2,或者利用水溶性亚铁螯合物作为一种催化剂加速NO的吸收,也就是亚铁螯合物能够与NO形成一个络合物而促进NO的吸收。或者应用水溶液中NO_x被溶解的SO_2还原形成N_2,N_2O或还原到氮化物如NOH(SO_3~(2-)_2、 NH_2SO_3~-和NH_4~+而除去,而SO_2被氧化生成硫酸盐。本文综述了湿法烟道气脱硫脱硝反应动力学和机理以及一些中间化合物形成与消失的过程。 相似文献
65.
Removal of inorganic nitrogen (inorganic-N) from toilet wastewater, using a pilot-scale airlift external circulation membrane bioreactor (AEC-MBR) was studied. The results showed that the use of AEC-MBR with limited addition of alkaline reagents and volumetric loading rates of inorganic-N of 0.19-0.40 kg inorganic-N/(m3·d) helped achieve the desired nitrification and denitrification. Furthermore, the effects of pH and dissolved oxygen (DO) on inorganic-N removal were examined. Under the condition of MLSS at 1.56-2.35 g/L, BOD5/ammonia nitrogen (NH/-N) at 1.0, pH at 7.0-7.5, and DO at 1.0-2.0 mg/L, the removal efficiencies of NH4 -N and inorganic-N were 91.5% and 70.0%, respectively, in the AEC-MBR. The cost of addition of alkaline reagent was approximately 0.5-1.5 RMB yuan/m3, and the energy consumption was approximately 0.72 kWh/m3 at the flux of 8 L/(m2·h). 相似文献
66.
Li Yongmei Li Wenshu Gu Guowei 《Frontiers of Environmental Science & Engineering in China》2007,1(4):493-497
Batch experiments were carried out to investigate the promotive effect of pyridine on indole degradation under denitrifying
conditions. The seed sludge was obtained from a local coal-coking wastewater treatment facility and was acclimated in the
laboratory. Indole and pyridine were supplemented to the synthetic wastewater at different ratios. The optimum ratio of chemical
oxygen demand (COD) to nitrate (C/N) was 8.4–8.9 for both denitrification and indole and pyridine degradation. At a temperature
of 28°C and pH of 7.0–7.5, the nitrate reductase activity (NRA) was in the best state. The addition of pyridine could promote
NRA and the degradation of indole. When the initial concentration of indole was 150 mg/L, the concentration ratio of indole
to pyridine was in the range of 1–10. Under optimum C/N conditions, the degradation of indole could be described with pseudo-zero-order
kinetics. There was no accumulation of nitrite during the reaction. When the concentration ratio of pyridine to indole was
less than 0.25 with an increase in the pyridine proportion, there were more significant augment rates for NRA and the degradation
of indole than the situation when the concentration ratio was more than 0.25.
__________
Translated from Environmental Science, 2006, 27(2): 300–304 [译自: 环境科学] 相似文献
67.
针对上海提高新排放标准中总氮(TN)≤35 mg/L的要求,对焦化废水进行了脱氮研究。选取现场缺氧-好氧-好氧(A-O-O)工艺中前两段的A-O生化沉淀池1出水,在SBR内进行反硝化脱氮实验,考察葡萄糖、葡萄糖+乙酸钠、甲醇和甲醇+乙酸钠单一或复合碳源及投加反硝化菌种对脱氮的影响,确定最佳碳源为甲醇+乙酸钠,最佳反硝化水力停留时间为16 h。当反硝化菌液投加浓度为1 mg/L时,SBR出水TN满足达标排放要求。结合实验结果对宝钢焦化废水原有AO-O工艺改造升级为A-O-A-O二段脱氮工艺,并对生化出水实施进一步的物化混凝处理。改造后,工艺长期运行稳定,最终出水完全达到上海市污水综合排放标准(DB 31/199-2009)TN≤35 mg/L的要求,并满足氰化物、氟化物以及COD的排放要求。 相似文献
68.
以模拟城市污水为处理对象,采用循环式活性污泥法(CAST)反应器,对3种运行模式(M1:常规模式,M2:缺氧好氧模式、M3:缺氧好氧交替模式)下系统的脱氮性能进行了研究,比较了各模式下CAST反应器的氨氮和总氮的去除效率,并对各模式下典型周期内氮基质浓度变化进行了考察,以确定系统的脱氮模式。结果表明,在氨氮去除不成为限制条件(去除率〉90%)的条件下,3种运行模式下系统总氮的平均去除率分别为67.3%、70.6%和82.4%,以缺氧好氧交替模式下的最高;M1、M2和M3均可实现亚硝酸型硝化,但随着温度的升高,亚硝酸型硝化逐渐消失。静态实验分析表明,3种模式下系统的氨氧化速率大小次序为:vN:M1〉vN:M2〉vN:M3,反硝化速率大小次序为:vDN,M2〉vDN,M3〉vDN,M1。 相似文献
69.
1株海洋异养硝化-好氧反硝化菌的分离鉴定及其脱氮特性 总被引:7,自引:11,他引:7
以海水为基质,采用传统的微生物分离纯化方法,从海底沉积物中分离筛选得到1株耐盐异养硝化-好氧反硝化细菌y5,经形态、生理生化特性以及16S rRNA基因序列分析,鉴定该菌为克雷伯氏菌(Klebsiella sp.).对其脱氮特性及影响因素进行了研究,结果表明,菌株y5的最佳碳源为柠檬酸三钠,最适p H值为7.0,最适C/N为17.菌株均能以NH4Cl、Na NO2和KNO3为唯一氮源进行反应,36 h的去除率分别为77.07%、64.14%和100%.3种氮源共存时,36 h的去除率达到100%.表明菌株y5在高盐废水中具有独立高效的异养硝化和好氧反硝化作用. 相似文献
70.
Melanie D. Harrison Andrew J. Miller Peter M. Groffman Paul M. Mayer Sujay S. Kaushal 《Journal of the American Water Resources Association》2014,50(6):1365-1382
Although wetlands are known to be sinks for nitrogen (N) and phosphorus (P), their function in urban watersheds remains unclear. We analyzed water and nitrate (NO3?) and phosphate (PO43?) dynamics during precipitation events in two oxbow wetlands that were created during geomorphic stream restoration in Baltimore County, Maryland that varied in the nature and extent of connectivity to the adjacent stream. Oxbow 1 (Ox1) received 1.6‐4.2% and Oxbow 2 (Ox2) received 4.2‐7.4% of cumulative streamflow during storm events from subsurface seepage (Ox1) and surface flow (Ox2). The retention time of incoming stormwater ranged from 0.2 to 6.7 days in Ox1 and 1.8 to 4.3 days in Ox2. Retention rates in the wetlands ranged from 0.25 to 2.74 g N/m2/day in Ox1 and 0.29 to 1.94 g N/m2/day in Ox2. Percent retention of the NO3?‐N load that entered the wetlands during the storm events ranged from 64 to 87% and 23 to 26%, in Ox1 and Ox2, respectively. During all four storm events, Ox1 and Ox2 were a small net source of dissolved PO43? to the adjacent stream (i.e., more P exited than entered the wetland), releasing P at a rate of 0.23‐20.83 mg P/m2/day and 3.43‐24.84 mg P/m2/day, respectively. N and P removal efficiency of the oxbows were regulated by hydrologic connectivity, hydraulic loading, and retention time. Incidental oxbow wetlands have potential to receive urban stream and storm flow and to be significant N sinks, but they may be sources of P in urban watersheds. 相似文献