Research Article  Open Access
HundDer Yeh, ChaoChih Lin, BoJei Yang, "Applying Hybrid Heuristic Approach to Identify Contaminant Source Information in Transient Groundwater Flow Systems", Mathematical Problems in Engineering, vol. 2014, Article ID 369369, 13 pages, 2014. https://doi.org/10.1155/2014/369369
Applying Hybrid Heuristic Approach to Identify Contaminant Source Information in Transient Groundwater Flow Systems
Abstract
Simultaneous identification of the source location and release history in aquifers is complicated and timeconsuming if the release of groundwater contaminant source varies in time. This paper presents an approach called SATSOGWT to solve complicated source release problems which contain the unknowns of three location coordinates and several irregular release periods and concentrations. The SATSOGWT combines with ordinal optimization algorithm (OOA), roulette wheel approach, and a source identification algorithm called SATSGWT. The SATSGWT was developed based on simulated annealing, tabu search, and threedimensional groundwater flow and solute transport model MD2KGWT. The OOA and roulette wheel method are utilized mainly to reduce the size of feasible solution domain and accelerate the identification of the source information. A hypothetic site with one contaminant source location and two release periods is designed to assess the applicability of the present approach. The results indicate that the performance of SATSOGWT is superior to that of SATSGWT. In addition, the present approach works very effectively in dealing with the cases which have different initial guesses of source location and measurement errors in the monitoring points as well as problems with large suspicious areas and several source release periods and concentrations.
1. Introduction
The issues of identifying the source location and/or recovering the release history of a groundwater contaminant plume are getting more and more public concern recently. In some countries, groundwater is an important source for drinking water and agricultural use. If a site is found to have groundwater contamination, the source information including the location as well as release concentration and period should be determined before taking remedial actions. Site remediation is usually quite costly, so the responsible parties for the contamination should be recognized via the source identification works. In addition, incorrect information on contaminant source may confuse or mislead remediation plan. The technique for identifying contaminant source location and its release history is therefore important in dealing with the groundwater contamination problem. Moreover, if the source release varies in time, the estimation of the actual source information becomes rather complicated and difficult. Thus, there is a need to develop an effective approach for identifying the contaminant source location and its release history based on the concentration measurements.
Identification of unknown contaminant sources in groundwater is an inverse problem. Mathematically, the processes of contaminant transport in groundwater are irreversible and their inversion solutions are sensitive to the errors in the observation data, especially when data are sparse or missing (e.g., [1–6]). Atmadja and Bagtzoglou [1] pointed out that the groundwater source identification is an illposed problem because the solution may not be unique and stable. They reviewed the available methods for source location identification and the release history reconstruction and classified them into four categories: optimization approaches, probabilistic and geostatistical (GS) simulation approaches, analytical solution and regression approaches, and direct approaches. Tracking the contaminant source location usually needs to run forward simulations with an initial guess solution and then to search the bestfitted solution via an optimization approach. Probabilistic and GS simulation approaches employ several probabilistic and statistical techniques to assess the probability of the location of the sources (Sun [7]). Atmadja and Bagtzoglou [1] indicated that this approach is applicable only when the location of the potential source is known in advance. Regression approaches along with analytical solution can estimate all the parameters simultaneously but work well only for simple aquifer geometry and flow conditions. Direct approaches reconstruct the release history by solving governing equation directly.
The problems of identifying groundwater contaminant source can generally be classified as (1) identifying source location problems (e.g., [8–17]), (2) recovering the release history problems (e.g., [5, 18–34]), and (3) identifying source location and recovering the release history problems simultaneously (e.g., [2, 7, 35–42]).
For the thirdtype problem, Aral and Gaun [35] proposed an approach called improved genetic algorithm (IGA) to determine the information of source location, leak rate, and release period. They showed that the results obtained from the IGA match with those obtained from linear and nonlinear programming approaches. Later, they further developed an iterative approach based on genetic algorithm (GA) algorithm, defined as progressive genetic algorithm (PGA), in conjunction with a finite element groundwater flow model (Aral et al. [43]) to identify the coordinates of source location and release history in a twodimensional steadystate groundwater flow system. In their case study, the source release history was assumed to be over 180 months and four monitor wells were installed at the downstream of the source location. The contaminant concentration was sampled at each well every 3 months. Therefore, there were totally 240 observation data used in identifying the source location and reconstructing the release history. Mahar and Datta [2] used an optimal source identification methodology based on embedded optimization models to estimate the release concentrations of multiple hypothetical contaminant sources over discrete time intervals using breakthrough curve data. Their study successfully identified the source information for flow in both steady and transient states. Bagtzoglou [36] modified the reversibletime particle tracking method by introducing a variance minimization procedure to backtrack groundwater solute concentration profiles and identify the most probable source location. Bagtzoglou and Atmadja [37] presented a comprehensive literature review on the mathematical methods for hydrologic inversion and the identifications of the contaminant source location and timerelease history. Neupauer and Lin [38] extended the work of Neupauer and Wilson [44] by conditioning the backward probability density functions of source location to measured concentration data. Sun et al. [39] employed a constrained robust least squares (CRLS) method to recover the release history of a single source, and the results of CRLS in their hypothetic example are better than several classic methods (i.e., ordinary least squares (LS), standard total least squares (TLS), and nonnegative least squares (NNLS)). In addition, they further employed the CRLS combined with a branchandbound global optimization solver for identifying source locations and release histories (Sun et al. [40]). In their numerical examples, a twodimensional and steadystate flow field was developed. Totally 57 sampled observation data from eleven observation wells were utilized for release history identification. Later, Sun [7] developed a robust version of the GS approach, namely, the robust geostatistical (RGS) approach, to explicitly illustrate the contaminant release history identification in a 2D heterogeneous aquifer with the hydraulic conductivity exhibiting spatially lognormal distribution. Yeh et al. [15] constructed a source identification model, SATSGWT, by combining simulated annealing (SA), tabu search (TS), and MF2KGWT, to identify the constant source release problem. Their model can determine the information of contaminant source with a constant release rate in a threedimensional (3D) transient groundwater flow system. Ababou et al. [41] presented a new and stable methodology for pollutant source identification in terms of unknown initial position and past history based on the reverse antidiffusive random walk scheme. Butera et al. [42] introduced the simultaneous release function and source location identification (SRSI), which was capable of simultaneously identifying the source location and release history of the contaminant in 2D confined aquifers with strongly nonuniform flow fields.
Ho et al. [45] presented an approach called ordinal optimization algorithm (OOA) which can solve complex optimization problems, which usually require huge amount of computing time in obtaining the optimal solution, effectively and accurately. The OOA is suitable for solving optimization problems with sifting the most possible solution for further evaluations (e.g., [46–49]).
This study aims at developing a novel approach called SATSOGWT to identify the source location and release history in a 3D, heterogeneous, and transient groundwater flow system. The approach combines the model MD2KGWT for simulating the groundwater flow and pollutant transport with heuristic optimization techniques such as SA, TS, OOA, and roulette wheel method. This new approach has the advantages of avoiding possible trap in a local optimum and improving the computational efficiency when the searching space of problem becomes very large. A hypothetic case is design to assess the applicability of the SATSOGWT. In addition, three cases are considered to assess the performance of SATSOGWT. They are (1) different initial guesses of source location, (2) various measurement errors in the monitoring points, (3) a large suspicious area with six release periods and concentrations.
2. Methodology
2.1. Groundwater Flow and Transport Simulation
Darcy’s law can be written as (Konikow et al. [50]) where is a vector of the average linear velocity of groundwater flow [L/T], is the effective porosity (dimensionless), is the hydraulic conductivity tensor of the porous media [L/T], is the hydraulic head [L], and are the Cartesian coordinates. Combining Darcy’s law with the continuity equation, the 3D groundwater flow equation can be expressed as (Konikow et al. [50]) where is the specific storage [L^{−1}], is time [T], and is the volumetric flux per unit volume (positive for inflow and negative for outflow [1/T]). Equation (2) can be used to predict the hydraulic head distribution in a 3D groundwater flow system.
The governing equation for 3D solute transport in groundwater can be written as (Konikow et al. [50]) where is the contaminant concentration [M/L^{3}], is a secondorder tensor of the dispersion coefficient [L^{2}/T], and is the concentration of the source or sink fluid [M/L^{3}]. The average linear velocity can be determined by (1).
The computer model MF2KGWT developed based on (2) and (3) by the United State Geological Survey can be used to simulate the groundwater flow and contaminant transport simultaneously. This model combines the modular 3D finitedifference groundwater flow model, MODFLOW2000 (Harbaugh et al. [51]), and the 3D methodofcharacteristics solutetransport model (MOC3D) (Konikow et al. [50]) to simulate groundwater flow field and spatial and temporal plume distribution.
2.2. Simulated Annealing
Press et al. [52] mentioned that SA is a technique suitable for solving largescale optimization problems. The concept of SA is based on an analogy to crystallization of a solid annealing from a high temperature state. If the temperature is cooled properly, a most stable crystalline structure of the solid will be obtained with minimum energy state. The possible solution spaces for a problem to be solved looks like different crystalline structures and the optimal solution of the problem is equivalent to the most stable crystalline structure.
In the SA, the Metropolis mechanism (Metropolis et al. [53]) is employed to determine the acceptance of adjacent solution. This mechanism dictates that the SA is capable of accepting bad trial solution to avoid the problem of being trapped in the local optimal solution. More details of the introduction of SA are available in Metropolis et al. [53] or Yeh et al. [15]. The SA has been successfully applied to various types of problems such as aquifer parameter estimation (e.g., [54–56]), pipe wall surface reaction rate (e.g., [57]), and pumping source information (e.g., [58]).
2.3. Tabu Search
Glover [59] proposed two main concepts of TS: memory and learning. Through memory and learning, the TS is of more intensification and diversification in algorithm. Memory means to memorize the past solutions to avoid the repetition of evaluations. During the process of learning, the result of next experiment infers from the memorized prior result. A better result may encourage the next trial to increase the accuracy of the obtained solution. Then through the learning process, the succeeding search can focus on better solutions but not wasting time on worse solutions. According to these two ideas, TS utilizes the tabu list and aspiration criterion to interdict or to encourage some trial solutions during the iterative process. The utility of the tabu list is to memorize some previously evaluated trial solutions. The goal of the aspiration criteria is to release some of the solutions memorized in the tabu list to avoid the iteration cycling and may finally be trapped in a local optimal solution.
The TS has been successfully applied to solve groundwater problems such as the identification of optimal parameter structure (Zheng and Wang [60]) and the determination of spatial pattern of groundwater pumping rates (Tung and Chou [61]). The iterative procedure of TS in Yeh et al. [15], which contains the components of initial guess, candidate solution and movement, tabu list, and aspiration criterion, is adopted in this study.
2.4. Ordinal Optimization
Recently, the OOA has been applied to many areas related to simulationbased complex optimization problems. The OOA has two major tenets: ordinal comparison and goal softening procedures. The first procedure is to see if there is a relative relationship between each solution because it is much easier to find better solutions. The second procedure is to determine a reliable and good enough solution instead of directly evaluating the optimal solution in a complex optimization model. Therefore, this procedure reduces the consumption of computation and obtains the optimum solution from the feasible solution space. To get top proportion solutions is much easier than to find out the best one. Lau and Ho [47] showed that the OOA ensures that top 5% solutions can be regarded as good enough solutions and are of very high probability () to be reliable.
According to the OOA, all the possible trials are estimated roughly and ranked quickly. The feasible solution domain is divided into several different parts, and the possible optimum solution located in subdomain might be effortlessly recognized. The optimum solution can then be obtained while all the calculation efforts are focused on searching the possible subdomain. A crude model should first be employed to estimate and rank the solution, and the good solutions can be separated from the bad ones. The goal softening procedure then concentrates on the top proportion solutions in order to find the optimum solution. Accordingly, the simulation time can be considerably reduced. The OOA has been successfully applied to many areas such as power system planning and operation (Guan et al. [62]; Lin et al. [63]), electricity network planning (Liu et al. [64]), and wafer testing (Lin and Horng [65]).
2.5. Roulette Wheel Method
The roulette wheel method is an important part of GA. The concept of GA is based on the survival of the fittest by natural selection. Better solutions have larger areas occupied on roulette wheel and the corresponding solutions will have higher chance to be selected. Through the procedure of not evaluating the bad solutions, computer time can be considerably reduced.
2.6. SATSOGWT Model
A new model called SATSOGWT is developed based on SATSGWT, OOA, and the roulette wheel selection method. The objective function in SATSOGWT is to minimize the sum of square errors between the simulated and observed concentrations and defined as where is the total number of monitoring wells, is the number of observed concentration measured in a monitoring well, is the simulated concentration at th terminated time period in th monitoring well, and is the observed concentration sampled at th terminated time period in th monitoring well. The value is generally greater than the number of unknowns (Yeh et al. [15]). Equation (4) is used to calculate the objective function value (OFV) of the trial solution generated by the present approach.
To use MF2KGWT, the problem domain has to be discretized into blockcentered finite difference meshes. A block including several finite difference meshes is then chosen as a suspicious area which includes the contaminant source. Figure 1 displays the flowchart of SATSOGWT while Figures 2 and 3 show the flowcharts of TS process and OOA in SATSOGWT, respectively. All meshes in the suspicious area are called candidate source locations (CALOs). The first step of SATSOGWT is to calculate the initial OFV based on the initial guesses of the source location, release periods, and release concentrations. The initial guess of source location is considered as the current location (CULO) and the initial OFV is set as the current global optimal objective function value (OFV_{GO}). Then SATSOGWT generates one CALO and trial solutions for the source release periods and concentrations. For each set of trial solutions, MF2KGWT is employed to predict the simulated concentrations at the monitoring points using (3) and the OFV corresponding to each set of trial solution is then computed using (4). Each CALO is regarded as one subdomain and the best combination of the source location and the release periods and concentrations in the monitoring points, i.e., the least objective function value at each CULO (hereinafter referred to as OFV_{CULO}), is recorded at each subdomain. The TS process (Figure 2) is then applied to determine whether the CULO is in tabu list. If not, the CULO is moved to tabu list and the OFV_{GO} is replaced by OFV_{CULO} if . Otherwise, check the aspiration criterion (i.e., ). If , the OFV_{GO} is replaced by OFV_{CULO} and the CULO is set as new CALO. On the other hand, the global optimal location (GOLO) is assigned as new CALO based on Metropolis criterion defined as where is the acceptance probability of the trial location and is the current temperature defined by SA. A random number ranging from zero to one is generated to compare with . The GOLO will be rejected if is less than the random number.
Totally, CALOs are generated at each temperature; therefore, sets of the combinations are obtained. After generating 3 times of CALOs, the top 5% best subdomains can be sifted by the OOA as demonstrated in Figure 3. The roulette wheel method is then applied so that the better combinations (lower OFVs) regarding source release information have larger probability to be chosen. In reality, the real source location falls in the top 5% best combinations. The algorithm is terminated when the OFVs are less than 10^{−6} four times successively. Finally, the latest updated solution, including the estimated location and the release concentrations and time periods, is considered as the final solution.
3. Results and Discussion
3.1. Hypothetic Contamination Site and Identification Results
A hypothetic site shown in Figure 4 is designed to test the applicability of SATSOGWT for a source identification problem. The domain of the site is divided into 27 × 27 × 4 finite difference meshes in , , and directions. Both the grid width and length are 20 m and the grid height is 6 m. Thus, the total length and width of the site are both 540 m, and the aquifer thickness is 24 m. The site is heterogeneous and divided into three different areas with the hydraulic conductivities of 20 m/day, 10 m/day, and 30 m/day in areas I, II, and III, respectively. The aquifer porosity, specific storage, and hydraulic gradient are 0.3, 10^{−4} m^{−1}, and 0.009, respectively. The recharge rates are assumed to be 120 mm/year, 80 mm/year, and 100 mm/year in areas I, II, and III, respectively, in the first 180 days. The contaminant is assumed to be no decay and not adsorbed by the aquifer media. The dispersion coefficients in , , and directions are 40 m^{2}/day, 10 m^{2}/day, and 1 m^{2}/day, respectively. The boundary conditions for the flow system are illustrated in Figure 4. The slash grids represent no flow boundary. The origin of the vertical coordinate is taken at the land surface. The source S1 is located at coordinates (110 m, 270 m, −9 m) and the rate of source release () is 1 m^{3}/day with the concentrations of 100 ppm and 50 ppm over first and second 180 days, respectively. There are seven unknowns to be determined including three coordinates of the source location and two release periods and release concentrations. Yeh et al. [15] mentioned that the number of sampling points should be greater than the number of unknowns. Accordingly, eight sampling points, i.e., points A to H shown in Figure 4, with various depths are considered. The A2 represents that the concentration measurement is sampled from second layer below the ground surface at point A. The concentration measurements at these sampling points are listed in Table 1. The groundwater transport model MF2KGWT is utilized to generate the concentrations at these monitoring wells and the SATSOGWT is used to determine the source information.

Before the source is identified, a block with 3 × 3 × 4 meshes is delineated as a suspicious area which contains the contaminant source. Thus, there are 36 candidate sources within the block and one of the candidates is the real source. The lower and upper bounds of the release period are taken as 0 day and 400 days, respectively, and the lower and upper bounds of the release concentration are considered 0 ppm and 200 ppm, respectively. If the measures of release period and concentration have the accuracy to the first decimal place, the feasible solution domain will be 36 × 4000^{2} × 2000^{2}. Such a solution space is very huge and poses a large computational burden to find the contaminant source information. Therefore, the OOA is adopted in SATSOGWT in the identification process. Once the SATSOGWT generates the CALOs for 3 times, the top 5% combinations with different source locations can be sifted. To state more specifically, there are 2 best locations () that can be sifted. The obtained results of the sifted locations from eight different initial locations are listed in Table 2 indicating that the real source location (110 m, 270 m, −9 m) already falls within the top 2 best locations and, thus, the solution space is largely reduced. Note that the parameters , , initial temperature, and reduce temperature factor are taken as 20, 10, 0.5, and 0.7, respectively, in this case study.
 
Note that the real source is located at (110 m, 270 m, −9 m). 
Table 3 shows the identification results of the case study using SATSGWT and SATSOGWT. The same SA parameter values and initial location, i.e., at coordinates (290 m, 130 m, −21 m) are used for these two approaches. The SATSGWT obtains correct source location but has deviated results for the release period and concentration. In contrast, the information of contaminant source is accurately identified by SATSOGWT. Moreover, SATSGWT takes about 1 day and 10 hours to obtain the result while SATSOGWT only consumes about 12 hours and 36 minutes performing on a personal computer with Intel 3.3 G E31230v2 CPU and 16 GB RAM. From this table, the performance of SATSOGWT is much superior to that of SATSGWT.

To further assess the performance of SATSOGWT, the following three cases are considered: (1) different initial guesses of source location; (2) various measurement errors in the monitoring points; and (3) a large suspicious area with various source release periods and concentrations.
3.2. Different Initial Guesses of Source Location
In this case, eight scenarios with different initial locations are considered. Eight different source locations, situated at the corners of the area, are chosen to investigate the influence of different initial locations. Table 4 shows the identified results of the source location as well as two release periods and concentrations. Figure 5 displays the temporal concentration distribution of eight scenarios observed at monitoring well A2. The predicted results exhibit excellent match with the observation data within 360 days. In these eight cases, the estimated source locations are all correct. In addition, the estimated release periods and concentrations are fairly good when compared with the real release data.
 
Note that the real source is located at (110 m, 270 m, −9 m); real release concentration is 100 ppm over the first 180 days and 50 ppm over the second 180 days. 
3.3. Measurement Errors in the Monitoring Points
The second case is to assess the performance of SATSOGWT when the simulated sampling concentrations contain measurement errors. The disturbed observed concentrations are expressed as (Mahar and Datta [2]) where is the disturbed observed concentration, is defined as the level of measurement error, and RD_{1} is a random standard normal deviate generated by the routine RNNOF of IMSL [66]. Three different values of , 1%, 5%, and 10%, are considered for this problem.
The predicted results shown in Table 5 indicate that the source locations of those three scenarios are all correctly identified. When , the optimal OFV is 0.490 × 10^{−7}. As , the OFV is 13.04 × 10^{−7}. The predicted release periods and concentrations are slightly deviated from the target values in scenario 3 but still are acceptable. Figure 6 shows the temporal concentration at monitoring well A2 predicted by SATSOGWT. The results indicate that even though the sampling concentrations contain measurement errors whose level is up to 10%, the proposed SATSOGWT still gives fairly good results in reconstructing the release history and identifying the source location.
 
Note that the real source is located at (110 m, 270 m, −9 m); real release concentration is 100 ppm over the first 180 days and 50 ppm over the second 180 days. 
3.4. Larger Suspicious Area with Six Release Periods
In Section 3.1, it has been shown that SATSOGWT can reduce the feasible solution domain based on OOA for a complex source information identification problem. Thus, the SATSOGWT is applied to the case of a large suspicious area which has 100 candidate source locations (5 rows × 5 columns × 4 layers) delineated by the dashed lines as shown in Figure 7. This case considers six source release periods within a year and each period has an interval of two months. The concentrations in those six release periods are assumed to be 100 ppm, 200 ppm, 150 ppm, 50 ppm, 100 ppm, and 70 ppm. Therefore, there are fifteen unknowns involved in this case (i.e., three coordinates of the source location, six release periods, and six release concentrations). Thus, sixteen sampling data from wells A to H at 360 days and 390 days are considered and listed in Table 6.

The parameter associated with the generated locations by TS process at each temperature is taken as 25 to accommodate larger candidate locations. Because the number of the total CALOs is modified as 100, there are 5 best locations (5%) chosen by OOA. The upper part of Table 7 displays the top 5 best locations and the rank number 1 of sifted location exactly matches the real one. In Table 7, SATSOGWT gives correct identification of source location and the predicted source release history is very close to the target one. This case has fifteen unknowns and the SATSOGWT takes about 12 hours to obtain the results when performing on a personal computer with Intel 3.3 G E31230v2 CPU and 16 GB RAM. Obviously, the SATSOGWT works very well in identifying the source information even when the suspicious area is large and the release pattern is rather irregular.
(a)  
 
(b)  
 
Note that the real release concentration is 100 ppm over the first 60 days, 200 ppm over the second 60 days, 150 ppm over the third 60 days, 50 ppm over the fourth 60 days, 100 ppm over the fifth 60 days, and 70 ppm over the sixth 60 days. 
4. Concluding Remarks
A novel identification approach, SATSOGWT, is developed to combine the model MD2KGWT for simulating the groundwater flow and pollutant transport MD2KGWT with heuristic optimization approaches such as SA, TS, OOA, and roulette wheel method. This new approach is capable of simultaneously identifying the pollution source location and release history in a 3D, heterogeneous, and transient groundwater flow system. A hypothetic contamination site consisted of 27 × 27 × 4 finite difference meshes along with a suspicious area of having 3 × 3 × 4 meshes is designed to assess the capability of the present approach. The site is divided into three different areas and each area has different hydraulic conductivity and surface recharge rate. The contaminant source is continuously released over two periods with different concentrations. The present approach successfully identifies the source location and corresponding release periods and concentrations. Moreover, the results obtained from the same problem indicate that the performance of SATSOGWT is much superior to that of SATSGWT.
Three cases are designed to further assess the performance of SATSOGWT. These are (1) different initial guesses of source location; (2) various measurement errors in the monitoring points; and (3) a large suspicious area with various source release periods and concentrations. The SATSOGWT gives exact identification in source location and accurate predictions of release periods and concentrations in eight scenarios with different initial guess locations. In addition, the SATSOGWT gives fairly good results when the sampling concentration having measurement errors, even when the error level is up to 10%. For a large suspicious area with six release periods and concentrations, the SATSOGWT can also give excellent results which demonstrate its capability of dealing with complex optimization problems. The SATSOGWT has been shown to be an efficient tool in solving the complicated groundwater source identification problems.
Conflict of Interests
The authors declare that there is no conflict of interests regarding the publication of this paper.
Acknowledgments
This study was partly supported by the Ministry of Science and Technology under the Grants NSC 1012221E009105MY2 and 1022221E009072MY2. The authors would like to thank the editor and two anonymous reviewers for their valuable and constructive comments.
References
 J. Atmadja and A. C. Bagtzoglou, “State of the art report on mathematical methods for groundwater pollution source identification,” Environmental Forensics, vol. 2, no. 3, pp. 205–214, 2001. View at: Publisher Site  Google Scholar
 P. S. Mahar and B. Datta, “Optimal identification of groundwater pollution sources and parameter estimation,” Journal of Water Resources Planning and Management, vol. 127, no. 1, pp. 20–29, 2001. View at: Publisher Site  Google Scholar
 B. Datta, “Discussion of “Identification of contaminant source location and release history in aquifers” by Mustafa M. Aral, Jiabao Guan, and Morris L. Maslia,” Journal of Hydrologic Engineering, vol. 7, no. 5, pp. 399–400, 2002. View at: Google Scholar
 R. M. Singh and B. Datta, “Artificial neural network modeling for identification of unknown pollution sources in groundwater with partially missing concentration observation data,” Water Resources Management, vol. 21, no. 3, pp. 557–572, 2007. View at: Publisher Site  Google Scholar
 Z. Li and X.Z. Mao, “Global multiquadric collocation method for groundwater contaminant source identification,” Environmental Modelling and Software, vol. 26, no. 12, pp. 1611–1621, 2011. View at: Publisher Site  Google Scholar
 M. Jha and B. Datta, “Threedimensional groundwater contamination source identification using adaptive simulated annealing,” Journal of Hydrologic Engineering, vol. 18, no. 3, pp. 307–317, 2013. View at: Google Scholar
 A. Y. Sun, “A robust geostatistical approach to contaminant source identification,” Water Resources Research, vol. 43, no. 2, Article ID W02418, 2007. View at: Publisher Site  Google Scholar
 S. M. Gorelick, B. Evans, and I. Remson, “Identifying sources of groundwater pollution: an optimization approach,” Water Resources Research, vol. 19, no. 3, pp. 779–790, 1983. View at: Publisher Site  Google Scholar
 J. C. Hwang and R. M. Koerner, “Groundwater pollution source identification from limited monitoring well data. Part 1. Theory and feasibility,” Journal of Hazardous Materials, vol. 8, no. 2, pp. 105–119, 1983. View at: Publisher Site  Google Scholar
 National Research Council, Groundwater Models—Scientific and Segulatory Applications, National Academy Press, Washington, DC, USA, 1990.
 A. C. Bagtzoglou, D. E. Dougherty, and A. F. B. Tompson, “Application of particle methods to reliable identification of groundwater pollution sources,” Water Resources Management, vol. 6, no. 1, pp. 15–23, 1992. View at: Publisher Site  Google Scholar
 A. Sciortino, T. C. Harmon, and W. W.G. Yeh, “Inverse modeling for locating dense nonaqueous pools in groundwater under steady flow conditions,” Water Resources Research, vol. 36, no. 7, pp. 1723–1735, 2000. View at: Publisher Site  Google Scholar
 G. Mahinthakumar and M. Sayeed, “Hybrid genetic algorithm—local search methods for solving groundwater source identification inverse problems,” Journal of Water Resources Planning and Management, vol. 131, no. 1, pp. 45–57, 2005. View at: Publisher Site  Google Scholar
 E. Milnes and P. Perrochet, “Simultaneous identification of a single pollution pointsource location and contamination time under known flow field conditions,” Advances in Water Resources, vol. 30, no. 12, pp. 2439–2446, 2007. View at: Publisher Site  Google Scholar
 H. D. Yeh, T. H. Chang, and Y. C. Lin, “Groundwater contaminant source identification by a hybrid heuristic approach,” Water Resources Research, vol. 43, no. 9, 2007. View at: Publisher Site  Google Scholar
 B. Datta, D. Chakrabarty, and A. Dhar, “Simultaneous identification of unknown groundwater pollution sources and estimation of aquifer parameters,” Journal of Hydrology, vol. 376, no. 12, pp. 48–57, 2009. View at: Publisher Site  Google Scholar
 M. T. Ayvaz, “A linked simulationoptimization model for solving the unknown groundwater pollution source identification problems,” Journal of Contaminant Hydrology, vol. 117, no. 1–4, pp. 46–59, 2010. View at: Publisher Site  Google Scholar
 B. J. Wagner, “Simultaneous parameter estimation and contaminant source characterization for coupled groundwater flow and contaminant transport modelling,” Journal of Hydrology, vol. 135, no. 1–4, pp. 275–303, 1992. View at: Publisher Site  Google Scholar
 T. H. Skaggs and Z. J. Kabala, “Recovering the release history of a groundwater contaminant,” Water Resources Research, vol. 30, no. 1, pp. 71–79, 1994. View at: Publisher Site  Google Scholar
 T. H. Skaggs and Z. J. Kabala, “Recovering the history of a groundwater contaminant plume: method of quasireversibility,” Water Resources Research, vol. 31, no. 11, pp. 2669–2673, 1995. View at: Publisher Site  Google Scholar
 T. H. Skaggs and Z. J. Kabala, “Limitations in recovering the history of a groundwater contaminant plume,” Journal of Contaminant Hydrology, vol. 33, no. 34, pp. 347–359, 1998. View at: Publisher Site  Google Scholar
 A. D. Woodbury and T. J. Ulrych, “Minimum relative entropy inversion: theory and application to recovering the release history of a groundwater contaminant,” Water Resources Research, vol. 32, no. 9, pp. 2671–2681, 1996. View at: Publisher Site  Google Scholar
 M. F. Snodgrass and P. K. Kitanidis, “A geostatistical approach to contaminant source identification,” Water Resources Research, vol. 33, no. 4, pp. 537–546, 1997. View at: Publisher Site  Google Scholar
 A. Woodbury, E. Sudicky, T. J. Ulrych, and R. Ludwig, “Threedimensional plume source reconstruction using minimum relative entropy inversion,” Journal of Contaminant Hydrology, vol. 32, no. 12, pp. 131–158, 1998. View at: Publisher Site  Google Scholar
 L. Chongxuan and W. P. Ball, “Application of inverse methods to contaminant source identification from aquitard diffusion profiles at Dover AFB, Delaware,” Water Resources Research, vol. 35, no. 7, pp. 1975–1985, 1999. View at: Publisher Site  Google Scholar
 R. M. Neupauer and J. L. Wilson, “Adjoint method for obtaining backwardintime location and travel time probabilities of a conservative groundwater contaminant,” Water Resources Research, vol. 35, no. 11, pp. 3389–3398, 1999. View at: Publisher Site  Google Scholar
 R. M. Neupauer and J. L. Wilson, “Adjointderived location and travel time probabilities for a multidimensional groundwater system,” Water Resources Research, vol. 37, no. 6, pp. 1657–1668, 2001. View at: Publisher Site  Google Scholar
 R. M. Neupauer, B. Borchers, and J. L. Wilson, “Comparison of inverse methods for reconstructing the release history of a groundwater contamination source,” Water Resources Research, vol. 36, no. 9, pp. 2469–2475, 2000. View at: Publisher Site  Google Scholar
 J. Atmadja and A. C. Bagtzoglou, “Pollution source identification in heterogeneous porous media,” Water Resources Research, vol. 37, no. 8, pp. 2113–2125, 2001. View at: Publisher Site  Google Scholar
 A. C. Bagtzoglou and J. Atmadja, “The MarchingJury backward beam equation and quasireversibility methods for hydrologic inversion: application to contaminant plume spatial distribution recovery,” Water Resources Research, vol. 39, no. 2, pp. 1038–1051, 2003. View at: Google Scholar
 I. Butera and M. G. Tanda, “A geostatistical approach to recover the release history of groundwater pollutants,” Water Resources Research, vol. 39, article 1372, no. 12, 2003. View at: Google Scholar
 S. Shlomi and A. M. Michalak, “A geostatistical framework for incorporating transport information in estimating the distribution of a groundwater contaminant plume,” Water Resources Research, vol. 43, no. 3, Article ID W03412, 2007. View at: Publisher Site  Google Scholar
 N. M. Muhammad, K.Y. Kim, C.H. Huang, and S. Kim, “Groundwater contaminant boundary input flux estimation in a twodimensional aquifer,” Journal of Industrial and Engineering Chemistry, vol. 16, no. 1, pp. 106–114, 2010. View at: Publisher Site  Google Scholar
 A. D. Koussis, K. Mazi, S. Lykoudis, and A. A. Argiriou, “Reverse flood routing with the inverted Muskingum storage routing scheme,” Natural Hazards and Earth System Science, vol. 12, no. 1, pp. 217–227, 2012. View at: Publisher Site  Google Scholar
 M. M. Aral and J. Guan, “Genetic algorithms in search of groundwater pollution sources,” Advances in Groundwater Pollution Control and Remediation, vol. 9, pp. 347–369, 1996. View at: Google Scholar
 A. C. Bagtzoglou, “On the nonlocality of reversibletime particle tracking methods,” Environmental Forensics, vol. 4, no. 3, pp. 215–225, 2003. View at: Publisher Site  Google Scholar
 A. C. Bagtzoglou and J. Atmadja, “Mathematical methods for hydrologic inversion: the case of pollution source identification,” in Water Pollution, vol. 3 of The Handbook of Environmental Chemistry, pp. 65–96, Springer, Berlin, Germany, 2005. View at: Publisher Site  Google Scholar
 R. M. Neupauer and R. Lin, “Identifying sources of a conservative groundwater contaminant using backward probabilities conditioned on measured concentrations,” Water Resources Research, vol. 42, no. 3, Article ID W03424, 2006. View at: Publisher Site  Google Scholar
 A. Y. Sun, S. L. Painter, and G. W. Wittmeyer, “A constrained robust least squares approach for contaminant release history identification,” Water Resources Research, vol. 42, no. 4, Article ID W04414, 2006. View at: Publisher Site  Google Scholar
 A. Y. Sun, S. L. Painter, and G. W. Wittmeyer, “A robust approach for iterative contaminant source location and release history recovery,” Journal of Contaminant Hydrology, vol. 88, no. 34, pp. 181–196, 2006. View at: Publisher Site  Google Scholar
 R. Ababou, A. C. Bagtzoglou, and A. Mallet, “Antidiffusion and source identification with the “RAW” scheme: a particlebased censored random walk,” Environmental Fluid Mechanics, vol. 10, no. 1, pp. 41–76, 2010. View at: Publisher Site  Google Scholar
 I. Butera, M. G. Tanda, and A. Zanini, “Simultaneous identification of the pollutant release history and the source location in groundwater by means of a geostatistical approach,” Stochastic Environmental Research and Risk Assessment, vol. 27, no. 5, pp. 1269–1280, 2013. View at: Publisher Site  Google Scholar
 M. M. Aral, J. Guan, and M. L. Maslia, “Identification of contaminant source location and release history in aquifers,” Journal of Hydrologic Engineering, vol. 6, no. 3, pp. 225–234, 2001. View at: Publisher Site  Google Scholar
 R. M. Neupauer and J. L. Wilson, “Backward probability model using multiple observations of contamination to identify groundwater contamination sources at the Massachusetts Military Reservation,” Water Resources Research, vol. 41, no. 2, pp. 1–14, 2005. View at: Publisher Site  Google Scholar
 Y. C. Ho, R. S. Sreenivas, and P. Vakili, “Ordinal optimization of DEDS,” Discrete Event Dynamic Systems, vol. 2, no. 1, pp. 61–88, 1992. View at: Publisher Site  Google Scholar  Zentralblatt MATH
 Y. Ho and M. E. Larson, “Ordinal optimization approach to rare event probability problems,” Discrete Event Dynamic Systems: Theory and Applications, vol. 5, no. 23, pp. 281–301, 1995. View at: Publisher Site  Google Scholar  Zentralblatt MATH
 T. W. E. Lau and Y.C. Ho, “Universal alignment probabilities and subset selection for ordinal optimization,” Journal of Optimization Theory and Applications, vol. 93, no. 3, pp. 455–489, 1997. View at: Publisher Site  Google Scholar  MathSciNet
 Y.C. Ho, “An explanation of ordinal optimization: soft computing for hard problems,” Information Sciences, vol. 113, no. 34, pp. 169–192, 1999. View at: Publisher Site  Google Scholar  MathSciNet
 M. C. Fu, “Optimization for simulation: theory vs. practice,” INFORMS Journal on Computing, vol. 14, no. 3, pp. 192–215, 2002. View at: Publisher Site  Google Scholar  MathSciNet
 L. F. Konikow, D. J. Goode, and G. Z. Hornberger, “A threedimensional method of characteristics solutetransport model (MOC3D),” U.S. Geological Survey WaterResources Investigations Report 964267, 1996. View at: Google Scholar
 A. W. Harbaugh, E. R. Banta, M. C. Hill, and M. G. McDonald, “MODFLOW2000, the U.S. Geological survey modular groundwater model—user guide to modularization concepts and the groundwater flow process,” U.S. Geological Survey, Open File Rep, 2000. View at: Google Scholar
 W. H. Press, B. P. Flannery, S. A. Teukolsky, and W. T. Vetterling, Numerical Recipes, Cambridge University Press, Cambridge, UK, 2nd edition, 1992. View at: MathSciNet
 N. Metropolis, A. W. Rosenbluth, M. N. Rosenbluth, A. H. Teller, and E. Teller, “Equation of state calculations by fast computing machines,” The Journal of Chemical Physics, vol. 21, no. 6, pp. 1087–1092, 1953. View at: Google Scholar
 Y.C. Huang and H.D. Yeh, “The use of sensitivity analysis in online aquifer parameter estimation,” Journal of Hydrology, vol. 335, no. 34, pp. 406–418, 2007. View at: Publisher Site  Google Scholar
 H.D. Yeh and Y.J. Chen, “Determination of skin and aquifer parameters for a slug test with wellboreskin effect,” Journal of Hydrology, vol. 342, no. 34, pp. 283–294, 2007. View at: Publisher Site  Google Scholar
 H. Yeh, Y. Lin, and Y. Huang, “Parameter identification for leaky aquifers using global optimization methods,” Hydrological Processes, vol. 21, no. 7, pp. 862–872, 2007. View at: Publisher Site  Google Scholar
 H. Yeh and Y. Lin, “Pipe network system analysis using simulated annealing,” Journal of Water Supply: Research and Technology—AQUA, vol. 57, no. 5, pp. 317–327, 2008. View at: Publisher Site  Google Scholar
 Y.C. Lin and H.D. Yeh, “Identifying groundwater pumping source information using optimization approach,” Hydrological Processes, vol. 22, no. 16, pp. 3010–3019, 2008. View at: Google Scholar
 F. Glover, “Future paths for integer programming and links to artificial intelligence,” Computers & Operations Research, vol. 13, no. 5, pp. 533–549, 1986. View at: Publisher Site  Google Scholar  MathSciNet
 C. Zheng and P. Wang, “Parameter structure identification using tabu search and simulated annealing,” Advances in Water Resources, vol. 19, no. 4, pp. 215–224, 1996. View at: Publisher Site  Google Scholar
 C. Tung and C. Chou, “Pattern classification using tabu search to identify the spatial distribution of groundwater pumping,” Hydrogeology Journal, vol. 12, no. 5, pp. 488–496, 2004. View at: Publisher Site  Google Scholar
 X. Guan, Y. C. Ho, and F. Lai, “An ordinal optimization based bidding strategy for electric power suppliers in the daily energy market,” IEEE Transactions on Power Systems, vol. 16, no. 4, pp. 788–797, 2001. View at: Publisher Site  Google Scholar
 S. Lin, Y. Ho, and C. Lin, “An ordinal optimization theorybased algorithm for solving the optimal power flow problem with discrete control variables,” IEEE Transactions on Power Systems, vol. 19, no. 1, pp. 276–286, 2004. View at: Publisher Site  Google Scholar
 Y. Liu, J. Chen, and M. Xie, “Distribution network planning based on the ordinal optimization theory,” Automation of Electric Power Systems, vol. 30, no. 22, pp. 21–24, 2006. View at: Google Scholar
 S.Y. Lin and S.C. Horng, “Application of an ordinal optimization algorithm to the wafer testing process,” IEEE Transactions on Systems, Man, and Cybernetics A: Systems and Humans, vol. 36, no. 6, pp. 1229–1234, 2006. View at: Publisher Site  Google Scholar
 IMSL, Fortran Library User's Guide Gtat/Library, vol. 2, Visual Numerics, Houston, Tex, USA, 2003.
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