Optimal monitoring network and ground-water-pollution source identification

被引:130
作者
Mahar, PS [1 ]
Datta, B [1 ]
机构
[1] INDIAN INST TECHNOL,DEPT CIVIL ENGN,KANPUR 208016,UTTAR PRADESH,INDIA
来源
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE | 1997年 / 123卷 / 04期
关键词
D O I
10.1061/(ASCE)0733-9496(1997)123:4(199)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A methodology combining an optimal ground-water-quality monitoring network design and an optimal source-identification model is presented. In the first step of the three-step methodology, an embedded nonlinear optimization modal is utilized for preliminary identification of pollutant sources (magnitude, location, and duration of activity) based on observed concentration data from arbitrarily located existing wells. The second step utilizes these preliminary identification results and a simulation optimization approach to design an optimal monitoring network that can be implemented in the subsequent time periods. In the third step, the observed concentration data at the designed monitoring well locations are utilized for more accurate identification of the pollutant sources. The design of the monitoring network can be dynamic in nature, with sequential installation of monitoring wells during subsequent time periods. The monitoring network can be implemented in stages, in order to utilize the updated information in the form of observed concentration data from a time-varying (dynamic) network. The performance evaluation of the proposed methodology demonstrates the potential applicability of this methodology and shows significant improvement in the identification of unknown ground-water-pollution sources with limited observation data.
引用
收藏
页码:199 / 207
页数:9
相关论文
共 49 条
[1]  
AGUADO E, 1974, J HYDR ENG DIV-ASCE, V100, P103
[2]   COST-EFFECTIVE NETWORK DESIGN FOR GROUNDWATER-FLOW MONITORING [J].
ANDRICEVIC, R .
STOCHASTIC HYDROLOGY AND HYDRAULICS, 1990, 4 (01) :27-41
[3]  
Bagtzoglou A., 1992, Water Resources Management, V6, P15, DOI 10.1007/BF00872184
[4]  
Bear J., 1972, DYNAMICS FLUIDS PORO
[5]   MULTIVARIATE GEOSTATISTICAL DESIGN OF GROUNDWATER MONITORING NETWORKS [J].
BENJEMAA, F ;
MARINO, MA ;
LOAICIGA, HA .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1994, 120 (04) :505-522
[6]  
BOGACKI W, 1989, P INT S CONT TRANSP, P363
[7]   MASS-TRANSPORT IN FLOWING GROUNDWATER [J].
BREDEHOEFT, JD ;
PINDER, GF .
WATER RESOURCES RESEARCH, 1973, 9 (01) :194-210
[8]   OPTIMAL CONFIGURATION AND SCHEDULING OF GROUNDWATER TRACER TEST [J].
CLEVELAND, TG ;
YEH, WW .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1991, 117 (01) :37-51
[9]  
CPLEX Optimization Inc, 1993, US CPLEX CALL LIB CP
[10]   Chance-constrained optimal monitoring network design for pollutants in ground water [J].
Datta, B ;
Dhiman, SD .
JOURNAL OF WATER RESOURCES PLANNING AND MANAGEMENT-ASCE, 1996, 122 (03) :180-188