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Short-term prediction of influent flow rate and ammonia concentration in municipal wastewater treatment plants 被引量:1

Short-term prediction of influent flow rate and ammonia concentration in municipal wastewater treatment plants
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摘要 The prediction of the influent load is of great importance for the improvement of the control system to a large wastewater treatment plant. A systematic data analysis method is presented in this paper in order to estimate and predict the periodicity of the influent flow rate and ammonia (NH3) concentrations: 1) data filtering using wavelet decomposition and reconstruction; 2) typical cycle identification using power spectrum density analysis; 3) fitting and prediction model establishment based on an autoregressive model. To give meaningful information for feedforward control systems, predictions in different time scales are tested to compare the corresponding predicting accuracy. Considering the influence of the rainfalls, a linear fitting model is derived to estimate the relationship between flow rate trend and rain events. Measurements used to support coefficient fitting and model testing are acquired from two municipal wastewater treatment plants in China. The results show that 1) for both of the two plants, the periodicity affects the flow rate and NH3 concentrations in different cycles (especially cycles longer than 1 day); 2) when the flow rate and NH3 concentrations present an obvious periodicity, the decreasing of prediction accuracy is not distinct with increasing of the prediction time scales; 3) the periodicity influence is larger than rainfalls; 4) the rainfalls will make the periodicity of flow rate less obvious in intensive rainy periods. The prediction of the influent load is of great importance for the improvement of the control system to a large wastewater treatment plant. A systematic data analysis method is presented in this paper in order to estimate and predict the periodicity of the influent flow rate and ammonia (NH3) concentrations: 1) data filtering using wavelet decomposition and reconstruction; 2) typical cycle identification using power spectrum density analysis; 3) fitting and prediction model establishment based on an autoregressive model. To give meaningful information for feedforward control systems, predictions in different time scales are tested to compare the corresponding predicting accuracy. Considering the influence of the rainfalls, a linear fitting model is derived to estimate the relationship between flow rate trend and rain events. Measurements used to support coefficient fitting and model testing are acquired from two municipal wastewater treatment plants in China. The results show that 1) for both of the two plants, the periodicity affects the flow rate and NH3 concentrations in different cycles (especially cycles longer than 1 day); 2) when the flow rate and NH3 concentrations present an obvious periodicity, the decreasing of prediction accuracy is not distinct with increasing of the prediction time scales; 3) the periodicity influence is larger than rainfalls; 4) the rainfalls will make the periodicity of flow rate less obvious in intensive rainy periods.
出处 《Frontiers of Environmental Science & Engineering》 SCIE EI CAS CSCD 2014年第1期128-136,共9页 环境科学与工程前沿(英文)
关键词 influent load prediction wavelet de-noising power spectrum density autoregressive model time-frequency analysis wastewater treatment influent load prediction, wavelet de-noising,power spectrum density, autoregressive model, time-frequency analysis, wastewater treatment
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  • 1MAYong,PENGYong-zhen,WANGShu-ying,WANGXiao-lian.Nitrogen removal influence factors in A/O process and decision trees for nitrification/denitrification system[J].Journal of Environmental Sciences,2004,16(6):901-907. 被引量:6
  • 2李红岩,张昱,高峰,余韬,杨敏.水力停留时间对活性污泥系统的硝化性能及其生物结构的影响[J].环境科学,2006,27(9):1862-1865. 被引量:32
  • 3Novotny V. Integrating diffuse/nonpoint pollution control and water body restoration into watershed management[J].Journal of the American Water Resources Association,1999,(04):717-727.
  • 4Taebi A,Droste R L. Pollution loads in urban runoff and sanitary wastewater[J].Science of the Total Environment,2004,(1-3):175-184.
  • 5Gnecco I,Berretta C,Lanza L G,La Barbera P. Storm water pollution in the urban environment of Genoa,Italy[J].Atmospheric Research,2005,(1-4):60-73.
  • 6Suárez J,Puertas J. Determination of COD,BOD,and suspended solids loads during combined sewer overflow (CSO) events in some combined catchments in Spain[J].Ecological Engineering,2005,(03):199-219.
  • 7Kim G H,Yur J H,Kim J K. Diffuse pollution loading from urban stormwater runoffin Daejeon City,Korea[J].Journal of Environmental Management,2007,(01):9-16.
  • 8Chebbo G,Gromaire M C,Ahyerre M,Garnaud S. Production and transport of urban wet weather pollution in combined sewer systems:the "Marais" experimental urban catchment in Paris[J].Urban Water,2001,(1-2):3-15.
  • 9Brombach H,Weiss G,Fuchs S. A new database on urban runoff pollution:comparison of separate and combined sewer systems[J].Water Science and Technology,2005,(02):119-128.
  • 10Adams W R,Thackston E L,Speece R E. Modeling CSO impacts from Nashville using EPA's demonstration approach[J].Journal of Environmental Engineering,1997,(02):126-133.

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