Sequential optimal monitoring network design and iterative spatial estimation of pollutant concentration for identification of unknown groundwater pollution source locations

被引:0
作者
Om Prakash
Bithin Datta
机构
[1] James Cook University,Discipline of Civil and Environmental Engineering, School of Engineering and Physical Sciences
[2] CRC for Contamination Assessment and Remediation of the Environment,undefined
来源
Environmental Monitoring and Assessment | 2013年 / 185卷
关键词
Optimal monitoring network; Groundwater pollution; Geostatistical spatial interpolation; Optimization; Pollution source locations identification;
D O I
暂无
中图分类号
学科分类号
摘要
One of the difficulties in accurate characterization of unknown groundwater pollution sources is the uncertainty regarding the number and the location of such sources. Only when the number of source locations is estimated with some degree of certainty that the characterization of the sources in terms of location, magnitude, and activity duration can be meaningful. A fairly good knowledge of source locations can substantially decrease the degree of nonuniqueness in the set of possible aquifer responses to subjected geochemical stresses. A methodology is developed to use a sequence of dedicated monitoring network design and implementation and to screen and identify the possible source locations. The proposed methodology utilizes a combination of spatial interpolation of concentration measurements and simulated annealing as optimization algorithm for optimal design of the monitoring network. These monitoring networks are to be designed and implemented sequentially. The sequential design is based on iterative pollutant concentration measurement information from the sequentially designed monitoring networks. The optimal monitoring network design utilizes concentration gradient information from the monitoring network at previous iteration to define the objective function. The capability of the feedback information based iterative methodology is shown to be effective in estimating the source locations when no such information is initially available. This unknown pollution source locations identification methodology should be very useful as a screening model for subsequent accurate estimation of the unknown pollution sources in terms of location, magnitude, and activity duration.
引用
收藏
页码:5611 / 5626
页数:15
相关论文
共 77 条
  • [1] Azghadi BNS(2010)Locating monitoring wells in groundwater systems using embedded optimization and simulation models Science of the Total Environment 408 2189-2198
  • [2] Kerachian R(2008)Dynamic optimal monitoring network design for transient transport of pollutants in groundwater aquifers Water Resource Management 22 651-670
  • [3] Chandalavada S.(2011)Uncertainty based optimal monitoring network design for chlorinated hydrocarbon contaminated site Environment Monitoring Assess 173 929-940
  • [4] Datta B.(1995)Using genetic algorithm to solve a multiple objective groundwater monitoring problem Water Resource Research 31 399-409
  • [5] Chandalavada S(1996)Chance-constrained optimal monitoring network design for pollutants in groundwater Journal of Water Resource Planning & Management 122 180-188
  • [6] Datta B(2007)Multi-objective design of dynamic monitoring networks for detection of groundwater pollution Journal of Water Resource Planning and Management 133 329-338
  • [7] Naidu R(2010)Logic-based design of groundwater monitoring network for redundancy reduction Journal of Water Resource Planning and Management 136 88-522
  • [8] Cieniawski SE(1994)Multivariate geostatistical design of groundwater monitoring networks Journal of Water Resource Planning and Management. ASCE 120 505-566
  • [9] Eheart JW(2000)An empirically-based sequential ground water monitoring network design procedure Journal of American Water Resource Association 36 549-170
  • [10] Ranjithan S(1995)Regional-scale ground water quality monitoring via integer programming Journal of Hydrology (Amst) 164 153-680