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污泥处理湿地系统渗滤液中总氮和氨氮的预测模型 被引量:3

Prediction Models of Total Nitrogen and Ammonia Nitrogen in Leachate from Sludge Treatment Wetland System
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摘要 将人工湿地与传统污泥干化床结合,形成了污泥处理湿地技术,其通过渗透和蒸发蒸腾作用对污泥进行脱水。污泥中的水分在经过污泥层和填料层下渗的过程中,水质成分发生复杂的变化,进而影响到渗滤液出水水质。根据污泥处理湿地系统中渗滤液出水总氮浓度和氨氮浓度检测数据的平稳、系列特点,利用时间序列分析ARIMA模型对系统渗滤液出水总氮和氨氮浓度进行了模拟和预测。结果表明,ARIMA(1,0,0)模型可以较好地模拟和预测污泥处理湿地渗滤液出水总氮浓度变化,预测相对误差在-11.7%~8.8%之间,实测值和预测值之比处于0.9~1.1范围内;ARIMA(6,0,0)模型能较好地模拟和预测污泥处理湿地渗滤液出水氨氮浓度的变化,预测相对误差基本在-14.5%~14.7%之间,实测值和预测值之比处于0.8~1.2范围内。 Sludge treatment wetland system was constructed by combining conventional sludge drying bed and constructed wetland. Sludge was dewatered by percolation,evaporation and transpiration in the system. Leachate compositions were changed during the process of sludge dewatering by gravity and infiltration through sludge layer and media layer in the wetland,which had an effect on the effluent quality. According to the characteristics of stationarity and serialization of the data for ammonia nitrogen and total nitrogen concentrations in leachate effluent from sludge treatment wetland system,autoregressive integrated moving average( ARIMA) model was used to simulate and forecast total nitrogen concentrations in leachate effluent. The results showed that ARIMA( 1,0,0) model could be efficiently used to simulate and predict the variation of the total nitrogen concentrations in leachate effluent,the relative errors of prediction values were in the range of- 11. 7% to 8. 8%,and the ratios of measured values to predicted values were in the range of 0. 9 to 1. 1. ARIMA( 6,0,0) model could also be efficiently used to simulate and predict the variation of the ammonia nitrogen concentrations in leachate effluent,the relative errors of prediction values were in the range of- 14. 5% to 14. 7%,and the ratios of measured values to predicted values were in the range of 0. 8 to 1. 2.
出处 《中国给水排水》 CAS CSCD 北大核心 2015年第17期72-75,共4页 China Water & Wastewater
基金 国家自然科学基金资助项目(51278088) 辽宁省科学事业公益研究基金资助项目(2014004006) 中央高校基本科研业务费专项基金资助项目(DC201502070203)
关键词 人工湿地 污泥干化床 渗滤液 氨氮 总氮 ARIMA模型 constructed wetland sludge drying bed leachate ammonia nitrogen total nitrogen ARIMA model
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  • 1刘金泉,黄君礼,季颖,曹向禹,杨建军.环境中多环芳烃(PAHs)去除方法的研究[J].哈尔滨商业大学学报(自然科学版),2007,23(2):162-167. 被引量:14
  • 2Zwara W,Obarska-Pempkowiak H.Polish experience with sewage 2000,41(1):65-68.
  • 3Cui Y B,Wu X H,Liu Z S,et al.Ecological stabilization of thickened westewater sludge from CAST process[J].Water Science & Technology,2008,58 (10):1911-1916.
  • 4Nielsen S,Willoughby N.Sludge treatment and drying reed beds systems in Denmark[J].Water and Environmental Journal,2005,19(4):296-305.
  • 5Chen X J,Pauly Udo,Rehfus Stefan,et al.Personal care compounds in a reed bed sludge treatment system[J].Chemesphere,2009,76(8):1094-1101.
  • 6Cui Y B,Qi Z X,Guo Z Q,et al.Characteristics of ecological stabilized sewage sludge (I)[J].Journal of Residuals Science & Technology,2009,6 (3):113-117.
  • 7Stefanakis A I,Akratos C S,Melidis P,et al.Surplus activated sludge dewatering in pilot-scale sludge drying reed beds[J].Journal of Hazardous Materials,2009,172(2-3):1122-1130.
  • 8Jean L.,De Maeseneer.Constructed wetlands for sludge dewatering[J].Water Science & Technology,1997,35 (5):279-285.
  • 9Cooper P,Willoughby N,Cooper D.The use of reed-beds for sludge drying[J].Water and Environment Journal,2004,18 (2):85-89.
  • 10Koottatep T,Surinkul N,Polprasert C,et al.Treatment of septage in constructed wetlands in tropical climate Lessons learnt after seven years of operation[J] ,Water Science & Technology,2005,51(9):119-126.

共引文献27

同被引文献41

  • 1汤琪.生物脱氮除磷新技术[J].重庆大学学报(自然科学版),2006,29(9):138-143. 被引量:18
  • 2张敏,袁辉.拉依达(PauTa)准则与异常值剔除[J].郑州工业大学学报,1997,18(1):84-88. 被引量:138
  • 3Stefanakis A I, Komilis D P, Tsihrintzis V A. Stability and maturity of thickened wastewater sludge treated in pilot-scale sludge treatment wetlands [ J ]. Water Res, 2011,45(19) :6441 -6452.
  • 4Nielsen S. Sludge treatment reed bed facilities-organic load and operation problems [ J]. Water Sei Teehnol, 2011,63 (5) :941 - 947.
  • 5Vincent J, Molle P, Wisniewski C, et al. Sludge drying reed beds for septage treatment: Towards design and op- eration recommendations [ J ]. Bioresour Technol, 2011, 102 ( 17 ) : 8327 - 8330.
  • 6Giraldi D, Masciandaro G, Pemzzi E, et al. Hydraulic and biochemical analyses on full-scale sludge consolida- tion reed beds in Tuscany (Italy) [ J]. Water Sci Techn- ol,2011,60 (5) : 1209 - 1216.
  • 7Cui Y B, Sun H J, Yang M L, et al. Plant growth for sewage sludge ecological stabilization [J ]. J Residuals Sei Teehnol,2012,9 ( 1 ) :47 -53.
  • 8Begg J S, Lavigne R L, Veneman P L M. Reed beds: constructed wetlands for municipal wastewater treatment plant sludge dewatering [ J ]. Water Sci Technol,2001, 44(11/12) :393 - 398.
  • 9Nielsen S, Willoughby N. Sludge treatment and drying reed bed systems in Denmark [ J ].Water Environ J, 2005,19(4) :296 - 305.
  • 10Uggetti E,Llorens E,Pedescoll A,et al. Sludge dewate- ring and stabilization in drying reed beds:eharaeteriza- tion of three full scale systems in Catalonia, Spain [ J ]. Bioresour Technol, 2009,100 ( 17 ) : 3882 - 3890.

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