Four-substrate design model for single sludge predenitrification system

被引:10
作者
Esposito, G [1 ]
Fabbricino, M [1 ]
Pirozzi, F [1 ]
机构
[1] Univ Naples Federico II, Dept Hydraul & Environm Engn Girolamo Ippolito, I-80125 Naples, Italy
关键词
activated sludge; nitrogen; abatement and removal; denitrification; models;
D O I
10.1061/(ASCE)0733-9372(2003)129:5(394)
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this paper a new mathematical steady-state model specifically aimed at the design of biological phases in single sludge predenitrification systems is proposed. The model is based on the mass balance equations of four substrates (dissolved and suspended biodegradable organic matter, ammonia nitrogen, and nitrate nitrogen) and two biomasses (heterotrophic and autotrophic microorganisms). For each specific design problem, if both the influent flow composition and the kinetic parameter values are known and the effluent nitrogen compound concentrations are fixed, the model makes possible an a priori assessment of system applicability and gives the explicit expressions of the biological phase volumes. A sensitivity analysis is also presented in order to evaluate the effect of variations in the influent and effluent characteristics on the biological phase volumes.
引用
收藏
页码:394 / 401
页数:8
相关论文
共 15 条
[1]  
[Anonymous], 1991, WASTEWATER ENG TREAT
[2]   A STEADY-STATE MODEL FOR THE SINGLE SLUDGE ACTIVATED-SLUDGE SYSTEM .1. MODEL DESCRIPTION [J].
ARGAMAN, Y .
WATER RESEARCH, 1995, 29 (01) :137-145
[3]   DESIGN AND PERFORMANCE CHARTS FOR SINGLE-SLUDGE NITROGEN REMOVAL SYSTEMS [J].
ARGAMAN, Y .
WATER RESEARCH, 1981, 15 (07) :841-847
[4]   Single-sludge nitrogen removal model: Calibration and verification [J].
Argaman, Y ;
Papkov, G ;
Ostfeld, A ;
Rubin, D .
JOURNAL OF ENVIRONMENTAL ENGINEERING-ASCE, 1999, 125 (07) :608-617
[5]  
BECCARI M, 1980, 53 IRSA IT I WAT RES
[6]   Steady state analysis of the coupling aerator and secondary settling tank in activated sludge process [J].
Cho, SH ;
Chang, HN ;
Prost, C .
WATER RESEARCH, 1996, 30 (11) :2601-2608
[7]   A model of the settler coupled to the biological reactor [J].
Diehl, S ;
Jeppsson, U .
WATER RESEARCH, 1998, 32 (02) :331-342
[8]  
DIPINTO AC, 1990, 91 IRSA IT I WAT RES
[9]  
Ekama G.A., 1984, THEORY DESIGN OPERAT
[10]   Influence of primary sedimentation on pre-denitrification system performances [J].
Esposito, G ;
Bastianutti, C ;
Bortone, G ;
Pirozzi, F ;
Sgroi, S .
WATER SCIENCE AND TECHNOLOGY, 2001, 44 (01) :113-120