Autocalibration of dynamic bacterial growth model for water distribution system using GA

被引:1
作者
Munavalli, G. R. [2 ]
Kumar, M. S. Mohan [1 ]
机构
[1] Indian Inst Sci, Dept Civil Engn, Bangalore 560012, Karnataka, India
[2] Walchand Coll Engn, Dept Civil Engn, Sangli 416415, India
来源
JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA | 2011年 / 60卷 / 04期
关键词
BDOC; bacterial content; chlorine; distribution system; GA; sensitivity; PARAMETER-ESTIMATION; GENETIC ALGORITHMS; DRINKING-WATER; COLIFORM REGROWTH; TRANSPORT; CHLORINE;
D O I
10.2166/aqua.2011.103
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The presence of residual chlorine and organic matter govern the bacterial regrowth within a water distribution system. The bacterial growth model is essential to predict the spatial and temporal variation of all these substances throughout the system. The parameters governing the bacterial growth and biodegradable dissolved organic carbon (BDOC) utilization are difficult to determine by experimentation. In the present study, the estimation of these parameters is addressed by using simulation-optimization procedure. The optimal solution by genetic algorithm (GA) has indicated that the proper combination of parameter values are significant rather than correct individual values. The applicability of the model is illustrated using synthetic data generated by introducing noise in to the error-free measurements. The GA was found to be a potential tool in estimating the parameters controlling the bacterial growth and BDOC utilization. Further, the GA was also used for evaluating the sensitivity issues relating parameter values and objective function. It was observed that mu and k(cl) are more significant and dominating compared to the other parameters. But the magnitude of the parameters is also an important issue in deciding the dominance of a particular parameter. GA is found to be a useful tool in autocalibration of bacterial growth model and a sensitivity study of parameters.
引用
收藏
页码:240 / 259
页数:20
相关论文
共 31 条
[1]   Unsteady-state inverse chlorine modeling in pipe networks [J].
Al-Omari, AS ;
Chaudhry, MH .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 2001, 127 (08) :669-677
[2]   Dynamic modeling of bacteria in a pilot drinking-water distribution system [J].
Bois, FY ;
Fahmy, T ;
Block, JC ;
Gatel, D .
WATER RESEARCH, 1997, 31 (12) :3146-3156
[3]  
CAMPER AK, 1996, 90708 AM WAT WORKS R
[4]   PARAMETER-ESTIMATION IN WATER-DISTRIBUTION SYSTEMS BY LEAST-SQUARES [J].
DATTA, RSN ;
SRIDHARAN, K .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1994, 120 (04) :405-422
[5]   Dynamic modelling of bacterial growth in drinking water networks [J].
Dukan, S ;
Levi, Y ;
Piriou, P ;
Guyon, F ;
Villon, P .
WATER RESEARCH, 1996, 30 (09) :1991-2002
[6]  
Geldreich E.E., 1996, MICROBIAL QUALITY WA, P293
[7]  
Goldberg DE., 1989, GENETIC ALGORITHMS S, V13
[8]  
HAAS CN, 1991, J AWWA, V91, P65
[9]   FACTORS PROMOTING SURVIVAL OF BACTERIA IN CHLORINATED WATER-SUPPLIES [J].
LECHEVALLIER, MW ;
CAWTHON, CD ;
LEE, RG .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1988, 54 (03) :649-654
[10]   INACTIVATION OF BIOFILM BACTERIA [J].
LECHEVALLIER, MW ;
CAWTHON, CD ;
LEE, RG .
APPLIED AND ENVIRONMENTAL MICROBIOLOGY, 1988, 54 (10) :2492-2499