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Zhongda Xu George Nakhla 《Journal of chemical technology and biotechnology (Oxford, Oxfordshire : 1986)》2006,81(4):580-587
A pilot‐scale anaerobic/aerobic ultrafiltration system was tested to treat high‐strength tomato‐processing wastewater, to achieve stringent dry‐ditch discharge criteria of soluble biochemical oxygen demand (SBOD) <10 mg dm?3, total suspended solids <10 mg dm?3, ammonia nitrogen <3 mg dm?3 and soluble phosphorus <0.5 mg dm?3. The anaerobic/aerobic system achieved 99.4% SBOD removal, 91.9% NH3 N removal and 100% phosphorus removal at an overall hydraulic retention time of 1.5 days and solids retention time of 5 days during the tomato canning season. Respirometric studies confirmed that the pretreatment of tomato‐processing wastewater in the anaerobic reactor increased the readily biodegradable fraction, improved kinetics, and eliminated nutrient deficiency problem. Copyright © 2006 Society of Chemical Industry 相似文献
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C.L. van Beek G.A.P.H. van den Eertwegh F.H. van Schaik G.L. Velthof O. Oenema 《Nutrient Cycling in Agroecosystems》2004,70(1):85-95
In agriculturally used peat land areas, surface water quality standards for nitrogen (N) and phosphorus (P) are frequently exceeded, but it is unclear to what extent agriculture is responsible for nutrient loading of the surface water. We quantified the contribution of different sources to the N and P loading of a ditch draining a grassland on peat soil (Terric Histosol) used for dairy farming in the Netherlands. Measurements were performed on N and P discharge at the end of the ditch, supply of N and P via inlet water, mineralization of soil organic matter, slush application, composition of the soil solution, and on N losses through denitrification in the ditch for 2 years (September 2000 to September 2002). Discharge rates at the end of the ditch were 32 kg N ha–1y–1 and 4.7 kg P ha–1y–1. For N, 43 to 50% of the discharge was accounted for by applications of fertilizers, manure and cattle droppings, 17 to 31% by mineralization of soil organic matter, 8 to 27% by nutrient-rich deeper peat layers, 8 to 9% by atmospheric deposition and 3 to 4% by inlet water. For P, these numbers were 10 to 48% for applications of fertilizers, manure and cattle droppings, 2 to 14% mineralization of soil organic matter, 33 to 82% nutrient-rich peat layers and 5 to 6% inlet water. The results of this paper demonstrate that nutrient loading of surface water in peat land areas involves several sources of nutrients, and therefore, reducing one source to reduce nutrient inputs to surface water is likely to result in modest effectiveness. 相似文献
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在上流式污泥床好氧颗粒污泥反应器中,以厌氧颗粒污泥为接种泥.采用人工配制的模拟废水为进水的条件下,成功培养出具有同步脱氮除磷的好氧颗粒污泥。颗粒污泥粒径在0.5~2mm,颗粒污泥沉淀速度在29~58m/h。MLSS为3077---4103mg/L。当COD的进水容积负荷为4.8kg/(m3·d)时,去除率高达96%以上。氨氮进水在160mg/L时,去除率达97%以上,出水氨氮在5mg/L以下。对总磷的去除率在22%-37%。主要是因为亚硝态氮浓度、COD/TN比和TN/TP比等对聚磷菌除磷有影响。 相似文献
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针对郑州某一城市污水处理厂"混合型城市污水"的特征,以厂区曝气沉砂池出水作为处理对象,设计1套A2/O工艺强化脱氮中试装置。该A2/O工艺采用氧化沟作为好氧池,氧化沟对总氮和氨氮的去除具有强化作用,同时可降低硝化液回流的能耗;当进水COD、NH3-N、TN的平均质量浓度分别为513.6、22.4、34.2 mg/L时,经A2/O工艺处理后,对COD、NH3-N、TN的平均去除率分别达到了91.2%、84.4%、71.44%,出水水质达到城镇污水处理厂污染物排放标准(GB 18918-2002)一级A标准,取得了良好的污染物去除和脱氮的效果,总体出水水质相对稳定。 相似文献
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为提高处理效果及减少处理费用,对印染污水处理工程进行了诊断分析。该废水采用絮凝+兼氧+好氧+絮凝处理工艺。分析了各工序COD、氨氮、总氮、总磷、pH等的处理效果。诊断结果为:出水中COD、氨氮、总氮、总磷的含量分别为:13.6mg/l,0.34mg/l,6.52mg/l,0.01mg/l,均达到所要求的排放标准。pH已达到排放标准6-9的要求。 相似文献
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麦草秸秆化学热磨机械浆(CTMP)废水含有较高的COD及氮、磷含量,采用升流成厌氧反应(UASB)-序批式反应器(SBR)-深度处理三段工艺,在不添加任何营养盐的条件下,对其进行处理研究。结果表明,在UASB厌氧阶段进水体积负荷为6kg/(m3·d),SBR处理进水COD 1 400mg/L,曝气时间为24h,缺氧搅拌25min,深度处理自制药剂A用量为0.15%时,处理效果良好,可使废水出水COD为 71.18mg/L,总氮(TN)为5.43mg/L、总磷(TP)为0.71mg/L,色度为33,达到国家排放标准。 相似文献
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改进的SBR对城市污水脱氮除磷性能的研究 总被引:1,自引:0,他引:1
阐述了影响SBR脱氮除磷的因素(如污泥颗粒化、沉淀时间、进水COD负荷等)和最佳条件。取一定体积的城市污水,测量其进水COD、氨氮、总氮、总磷,并通过向SBR反应器污水中接种城市废水絮凝污泥,设定不同的循环周期,改变每个周期的沉淀时间等改进,培养颗粒化污泥促进其对处理结果的影响。通过实验得出水力停留时间、污泥龄,曝气时间、进水负荷、以及是否投加碳源,即不同碳氮比等因素对SBR处理效果的影响,检测不同周期氮磷的去除率。 相似文献
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A novel modified pilot scale anaerobic oxidation ditch with additional internal anoxic zones was operated experimentally, aiming to study the improvement of biological nitrogen and phosphorus removal and the effect of enhanced denitrifying phosphorus removal in the process. Under all experimental conditions, the anaerobic-oxidation ditch with additional internal anoxic zones and an internal recycle ratio of 200% had the highest nutrient removal efficiency. The effluent NH4+-N, total nitrogen (TN), PO43-P and total phosphorus (TP) contents were 1.2mg·L-1 , 13mg·L-1, 0.3mg·L-1 and 0.4mg·L-1, respectively, all met the discharge standards in China. The TN and TP removal efficiencies were remarkably improved from 37% and 50% to 65% and 88% with the presence of additional internal anoxic zones and internal recycle ratio of 200%. The results indicated that additional internal anoxic zones can optimize the utilization of available carbon source from the anaerobic outflow for denitrification. It was also found that phosphorus removal via the denitrification process was stimulated in the additional internal anoxic zones, which was beneficial for biological nitrogen and phosphorus removal when treating wastewater with a limited carbon source. However, an excess internal recycle would cause nitrite to accumulate in the system. This seems to be harmful to biological phosphorus removal. 相似文献
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In this article,a steady-state mathematical model was developed and experimentally evaluated to inves- tigate the effect of influent flow distribution and volume ratios of anoxic and aerobic zones in each stage on the to- tal nitrogen concentration of the effluent in the step-feed biological nitrogen removal process.Unlike the previous modeling methods,this model can be used to calculate the removal rates of ammonia and nitrate in each stage and thereby predict the concentrations of ammonia,nitrate,and total nitrogen in the effluent.To verify the simulation results,pilot-scale experimental studies were carried out in a four-stage step feed process.Good correlations were achieved between the measured data and the simulation results,which proved the validity of the developed model. The sensitivity of the model predictions was analyzed.After verification of the validity,the step feed process was optimally operated for five months using the model and the criteria developed for the design and operation.During the pilot-scale experimental period,the effluent total nitrogen concentrations were all below 5mg·L ^-1 ,with more than 90%removal efficiency. 相似文献
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《分离科学与技术》2012,47(12):1785-1792
Elevated concentrations of nitrate and phosphate in surface and ground waters can lead to eutrophication, and nitrate can also cause health hazards to humans. The adsorption process is generally considered to be an efficient technique in removing these ions provided that the adsorbent is highly selective for these ions. Removal of nitrate and phosphate from a synthetic water (50 mg N/L as nitrate, 15 mg P/L as phosphate) and a wastewater (12.9 mg N/L as nitrate, 5.9 mg P/L as phosphate) using a Purolite A500P anion exchange resin and a hydrous ferric oxide (HFO) columns (60 cm height, 2 cm diameter, flow rate 1 m/h) in series containing 1–10% (w/w) of these adsorbents and the remainder anthracite (90–99%) were studied. Data from batch adsorption experiment at various concentrations of adsorbents satisfactorily fitted to Langmuir adsorption isotherm for nitrate and phosphate on Purolite with adsorption maxima of 64 mg N/g and 7 mg P/g and only for phosphate on HFO with adsorption maxima of 14 mg P/g. Both batch and column experiments showed that Purolite selectively removed nitrate and HFO selectively removed phosphate. The Purolite column BTC time was greater for nitrate than for phosphate. At the highest percentage by weight of Purolite almost all nitrate was removed in batch study and up to 1000 min in column study, but it was not able to remove a comparatively high percentage of phosphate. However, when the effluent from the Purolite column was passed through the HFO column almost all phosphate was removed. The two columns when set up in series also removed almost all nitrate and phosphate from the wastewater. 相似文献
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利用烧杯实验考察钢渣、沸石、炉渣、硅藻土对磷的吸附性能及其影响因素,同时研究对氨氮,CODCr吸附情况。结果表明:基质对磷的吸附性能由强到弱依次为钢渣,硅藻土,炉渣,沸石。钢渣180 min内升至30%左右;NH4+-N的吸附性能由强到弱的顺序为:沸石,钢渣,硅藻土,炉渣。沸石180 min内升至80%左右,钢渣次之,达到了40%;CODCr吸附性能强弱顺序:硅藻土,沸石,钢渣,炉渣。硅藻土180 min内可达到50%。钢渣,硅藻土除磷的最佳pH值范围为10~12,另2种基质的最佳pH值范围为6~8;原水磷浓度低于3 mg/L或高于5 mg/L时4种基质磷去除率下降。 相似文献
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采用厌氧/好氧/缺氧模式运行的SBR工艺处理模拟城市污水,考察外加碳源乙酸钠和污泥水解酸化上清液对其脱氮除磷效果的影响。模拟城市污水,进水水质COD为400 mg/L、氨氮为60 mg/L、磷酸盐为7 mg/L。结果表明:不投加碳源时,系统对COD、氨氮、磷酸盐的去除率分别为90%、91%、82%;乙酸钠投加量为60 mg/L的条件下,外加乙酸钠系统对COD、氨氮、磷酸盐的去除率分别为93%、100%、100%,磷的去除主要是通过好氧聚磷作用;上清液投加量折合进水COD为30 mg/L时,外加污泥水解酸化上清液系统对COD、氨氮、磷酸盐的去除率分别为97%、99%、95%,系统中出现明显的反硝化除磷现象,反硝化除磷占24%。 相似文献