PERFORMANCE AND MODEL CALIBRATION OF R-D-N PROCESSES IN PILOT-PLANT

被引:17
作者
DELASOTA, A
LARREA, L
NOVAK, L
GRAU, P
HENZE, M
机构
[1] CEIT,DEPT ENVIRONM ENGN,E-20009 SAN SEBASTIAN,SPAIN
[2] PRAGUE INST CHEM TECHNOL,DEPT WATER TECHNOL & ENVIRONM ENGN,CR-16628 PRAGUE 6,CZECH REPUBLIC
[3] AQUANOVA INT LTD,CR-14000 PRAGUE 4,CZECH REPUBLIC
[4] TECH UNIV DENMARK,DEPT ENVIRONM ENGN,DK-2800 LYNGBY,DENMARK
关键词
NITROGEN REMOVAL; NITRIFICATION; DENITRIFICATION; MODEL CALIBRATION; R-D-N PROCESS; FILAMENTOUS BULKING;
D O I
10.2166/wst.1994.0286
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper deals with the first part of an experimental programme in a pilot plant configured for advanced biological nutrient removal processes treating domestic wastewater of Bilbao. The IAWPRC Model No.1 was calibrated in order to optimize the design of the full-scale plant. In this first phase the R-D-N process, incorporating an anoxic selector, was tested for eight months at three temperatures of approximately 20 degrees C, 15 degrees C and 11 degrees C. Under quasi-steady state conditions the ammonia effluent varied from 1 to 5 mg N/l. A partial inhibition of nitrification in some periods was detected. This was clearly shown by regular maximum AUR batch tests and by the model calibration. The influent COD/TKN ratio was rather low (8-9) and the effluent nitrate concentrations varied from 10 to 12 mg N/l. The DSVI increased from 50 to 115 ml/g as the temperature decreased from 20 degrees C to 11 degrees C, An appropriate balance between floc-forming and filamentous microorganisms was maintained as a consequence of the combined configuration of the anoxic selector and the regeneration zone.
引用
收藏
页码:355 / 364
页数:10
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