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A new identification model SATSO-GWT has been developed based on the OOA and SATS-GWT for solving the transient source release problem. The OOA is used to find good solutions effectively for a problem with a large amount of unknowns.

The SATSO-GWT combines the merit of SA, TS, OOA, and roulette wheel method to solve the complex source information identification problem effectively and accurately. The SATSO-GWT utilized the spatial data to identify the source information.

SATSO-GWT gives correct estimated location and good estimated release periods and concentrations in eight cases with different initial guess location. In addition, the SATSO-GWT gives fairly good results when the sampling concentration having measurement errors, even the error level is up to 10%. For a large target area with a complex release history which has six release periods with six different concentrations, the SATSO-GWT can also give excellent results demonstrating its capability in dealing with such the problem. According to the result of the final scenario, the more complex release history problem could also be solved as long as the computing time is long enough. The model SATSO-GWT provides effective measures in solving the complex groundwater contaminated identification problem.

References

Aral, M. M., and J. Guan (1996), Genetic algorithms in search of groundwater pollution sources, Advances in Groundwater Pollution Control and Remediation, 347-369.

Aral, M. M., J. B. Guan, and M. L. Maslia (2001), Identification of contaminant source location and release history in aquifers, J. Hydrol. Eng., 6(3), 225-234.

Atmadja, J., and A. C. Bagtzoglou (2001), State of the art report on mathematical methods for groundwater pollution source identification, Environmental Forensics, 2(3), 205-214.

Bagtzoglou, A. C., D. E. Kougherty, and A. F. B. Tompson (1992), Applications of particle methods to reliable identification of groundwater pollution sources, Water Resour. Mgmt., 6(15-23).

Glover, F. (1986), Future path for integer programming and links to artificial intelligence, Computers and Operation Research, 13(533-549).

Gorelick, S. M., B. Evans, and I. Remson (1983), Identifying Sources of Groundwater Pollution - an Optimization Approach, Water Resour. Res., 19(3), 779-790.

Guan, X. H., Y. C. L. Ho, and F. Lai (2001), An ordinal optimization based bidding strategy for electric power suppliers in the daily energy market, IEEE Trans.

Power Syst., 16(4), 788-797.

Harbaugh, A. W., E. R. Banta, M. C. Hill, and M. G. McDonald (2000), MODFLOW-2000, the U.S. Geological Survey Modular Ground-Water Model - User Guide to Modularization Concepts and the Ground-Water Flow Process, Open File Rep. 00-92, U.S. Geological Survey.

Ho, Y. C. (1999), An explanation of ordinal optimization: Soft computing for hard problems, Inf. Sci., 113(3-4), 169-192.

Ho, Y. C., and M. E. Larson (1995), Ordinal Optimization Approach to Rare Event Probability Problems, Discret. Event Dyn. Syst.-Theory Appl., 5(2-3), 281-301.

Ho, Y. C., R. S. Sreenivas, and P. Vakili (1992), Ordinal Optimization in DEDS, Journal of Discrete Event Dynamic Systems, 2(61-68).

Huang, Y. C., and H. D. Yeh (2007), The use of sensitivity analysis in on-line aquifer parameter estimation, J. Hydrol., 335(3-4), 406-418.

doi:10.1016/j.jhydrol.12.007.

Hwang, J. C., and R. M. Koerner (1983), Groundwater Pollution Source Identification from Limited Monitoring Well Data .1. Theory and Feasibility, J. Hazard. Mater., 8(2), 105-119.

IMSL (2003), Fortran Library User's Guide Stat/Library, Volume 2 of 2, Visual Numerics, Inc., Houston, TX.

Konikow, L. F., D. J. Goode, and G. Z. Hornberger (1996), A Three-Dimensional

Method of Characteristics Solute-Transport Model (MOC3D), Water-Resources Investigations Report 96-4267, U.S. Geological Survey.

Lau, T. W. E., and Y. C. Ho (1997), Universal alignment probabilities and subset selection for ordinal optimization, J. Optim. Theory Appl., 93(3), 455-489.

Lin, S. Y., Y. C. Ho, and C. H. Lin (2004), An ordinal optimization theory-based algorithm for solving the optimal power flow problem with discrete control variables, IEEE Trans. Power Syst., 19(1), 276-286.

doi:10.1109/tpwrs.2003.818732.

Lin, S. Y., and S. C. Horng (2006), Application of an ordinal optimization algorithm to the wafer testing process, IEEE Trans. Syst. Man Cybern. Paart A-Syst. Hum., 36(6), 1229-1234. doi:10.1109/tsmca.2006.878965.

Lin, Y. C., and H. D. Yeh (2005), Trihalomethane species forecast using optimization methods: Genetic algorithms and simulated annealing, J. Comput. Civil. Eng., 19(3), 248-257. doi:10.1061/(asce)0887-3801(2005)19:3(248).

Lin, Y. C., and H. D. Yeh (2008), Identifying groundwater pumping source information using optimization approach, Hydrological Processes, 22(3010-3019). doi:10.1002/hyp.6875.

Liu, C. X., and W. P. Ball (1999), Application of inverse methods to contaminant source identification from aquitard diffusion profiles at Dover AFB, Delaware,

Water Resour. Res., 35(7), 1975-1985.

Liu, Y., J. Chen, and M. Xie (2006), Distribution network planning based on the ordinal optimization theory, Autom. Electr. Power Syst., 30(22), 21-24, 92.

Mahar, P. S., and B. Datta (1997), Optimal monitoring network and ground-water-pollution source identification, J. Water Resour. Plan.

Manage.-ASCE, 123(4), 199-207.

Mahar, P. S., and B. Datta (2000), Identification of pollution sources in transient groundwater systems, Water Resour. Manag., 14(3), 209-227.

Mahar, P. S., and B. Datta (2001), Optimal identification of ground-water pollution sources and parameter estimation, J. Water Resour. Plan. Manage.-ASCE, 127(1), 20-29.

Mahinthakumar, G. K., and M. Sayeed (2005), Hybrid genetic algorithm - Local search methods for solving groundwater source identification inverse problems, J.

Water Resour. Plan. Manage.-ASCE, 131(1), 45-57.

Milnes, E., and P. Perrochet (2007), Simultaneous identification of a single pollution point-source location and contamination time under known flow field conditions, Adv. Water Resour., 30(12), 2439-2446. doi:10.1016/j.advwatres.2007.05.013.

National Research Council (1990), Groundwater Models - Scientific and Regulatory Applications, National Academy Press, Washington D.C.

Neupauer, R. M., B. Borchers, and J. L. Wilson (2000), Comparison of inverse methods for reconstructing the release history of a groundwater contamination source, Water Resour. Res., 36(9), 2469-2475.

Neupauer, R. M., and J. L. Wilson (1999), Adjoint method for obtaining backward-in-time location and travel time probabilities of a conservative groundwater contaminant, Water Resour. Res., 35(11), 3389-3398.

Neupauer, R. M., and J. L. Wilson (2001), Adjoint-derived location and travel time probabilities for a multidimensional groundwater system, Water Resour. Res., 37(6), 1657-1668.

Pham, D. T., and D. Karaboga (2000), Intelligent Optimisation Techniques, Springer, Great Britain.

Sciortino, A., T. C. Harmon, and W. W. G. Yeh (2000), Inverse modeling for locating dense nonaqueous pools in groundwater under steady flow conditions, Water Resour. Res., 36(7), 1723-1735.

Skaggs, T. H., and Z. J. Kabala (1994), Recovering the Release History of a Groundwater Contaminant, Water Resour. Res., 30(1), 71-79.

Skaggs, T. H., and Z. J. Kabala (1995), Recovering the History of a Groundwater Contaminant Plume - Method of Quasi-Reversibility, Water Resour. Res., 31(11), 2669-2673.

Skaggs, T. H., and Z. J. Kabala (1998), Limitations in recovering the history of a groundwater contaminant plume, J. Contam. Hydrol., 33(3-4), 347-359.

Snodgrass, M. F., and P. K. Kitanidis (1997), A geostatistical approach to contaminant source identification, Water Resour. Res., 33(4), 537-546.

Sun, A. Y. (2007), A robust geostatistical approach to contaminant source identification, Water Resour. Res., 43(2), 12. W02418.

doi:10.1029/2006wr005106.

Sun, A. Y., S. L. Painter, and G. W. Wittmeyer (2006a), A constrained robust least squares approach for contaminant release history identification, Water Resour.

Res., 42(4), 13. W04414. doi:10.1029/2005wr004312.

Sun, A. Y., S. L. Painter, and G. W. Wittmeyer (2006b), A robust approach for iterative contaminant source location and release history recovery, J. Contam. Hydrol., 88(3-4), 181-196. doi:10.1016/j.jconhyd.2006.06.006.

Tung, C. P., and C. A. Chou (2004), Pattern classification using tabu search to identify the spatial distribution of groundwater pumping, Hydrogeol. J., 12(5), 488-496.

doi:10.1007/s10040-004-0344-2.

Wagner, B. J. (1992), Simultaneous Parameter-Estimation and Contaminant Source Characterization for Coupled Groundwater-Flow and Contaminant Transport Modeling, J. Hydrol., 135(1-4), 275-303.

Woodbury, A., E. Sudicky, T. J. Ulrych, and R. Ludwig (1998), Three-dimensional plume source reconstruction using minimum relative entropy inversion, J.

Contam. Hydrol., 32(1-2), 131-158.

Woodbury, A. D., and T. J. Ulrych (1996), Minimum relative entropy inversion:

Theory and application to recovering the release history of a groundwater contaminant, Water Resour. Res., 32(9), 2671-2681.

Yeh, H. D., T. H. Chang, and Y. C. Lin (2007a), Groundwater contaminant source identification by a hybrid heuristic approach, Water Resour. Res., 43(9), 16.

W09420. doi:10.1029/2005wr004731.

Yeh, H. D., and Y. J. Chen (2007b), Determination of skin and aquifer parameters for a slug test with wellbore-skin effect, J. Hydrol., 342(3-4), 283-294.

doi:10.1016/j.jhydrol.2007.05.029.

Yeh, H. D., Y. C. Lin, and Y. C. Huang (2007c), Parameter identification for leaky aquifers using global optimization methods, Hydrological Processes, 21(7), 862-872. doi:10.1002/hyp.6274.

Zheng, C., and P. Wang (1996), Parameter structure identification using tabu search and simulated annealing, Adv. Water Resour., 19(4), 215-224.

Table 1 The sampling points and measured concentrations when the real source is located at the depth of -9 m.

Sampling point Measured concentration (ppm)

A2 2.231E-01 B1 1.536E-01 C2 1.930E-01 D4 1.215E-01 E3 6.441E-02 F2 1.195E-01 G1 1.675E-01 H3 1.213E-01

Table 2 Results of 8 cases for sifting the top two locations Initial guess

value Sifted results

Case Guess source location

Note that the target source is located at (110m, 270m, -9m).

Table 3 Analyzed results from the SATS-GWT and SATSO-GWT

Table 4 Results of 8 cases for studying the effect of different initial locations Initial guess

value Result

Case Guess source location

Note that the real source is located at (110m, 270m, -9m), real release concentration is 100 ppm over the first 180 days, and 50 ppm over the second 180 days.

Table 5 Results of the cases when sampling concentrations have measurement error

Note that the real source is located at (110m, 270m, -9m), real release concentration is 100 ppm over the first 180 days, and 50 ppm over the second 180 days.

Table 6 The sampling points and measured concentrations when the real source is located at the depth of -9 m.

Measured concentration (ppm) Sampling point

T = 360 (day) T = 390 (day)

A2 3.467E-01 2.981E-01

B1 2.124E-01 1.997E-01

C2 2.882E-01 2.496E-01

D4 1.586E-01 1.553E-01

E3 9.521E-02 9.418E-02

F2 1.710E-01 1.608E-01

G1 2.103E-01 1.998E-01

H3 1.671E-01 1.587E-01

Table 7 Results of the larger suspicious areas and more release periods Sifted results

Initial guess

source location Rank Sifted location (m) Current objective function value ( ×10-4 )

60.012 56.509 66.845 55.070 61.556 60.587

Optimal

105.53 194.59 147.29 56.852 97.929 70.829

8.191 2 days 23 hours

Note that the real source is located at (110m, 270m, -9m), 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.

Figure 1 Flowchart of SA algorithm.

No

Move CUSOL to tabu list

BNBS < GOOV ? Regenerate

NBSOLs

Figure 2 Flowchart of TS algorithm. The CUSOL represents the current solution, GOSOL represents the global optimal solution, NBSOL represents the neighborhood solution, BNBS represents the best NBSOL, and GOOV represents the global optimal objective value.

3 times OFV

OFVCULO

Do TS process in SATSO-GWT (Figure 4)

Do OOA process in SATSO-GWT (Figure 5) Yes

No

Yes Yes No

No

Figure 3 Flowchart of SATSO-GWT. The OFV represents the objective function value, CALO represents the candidate location, and OFVCULO represents the optimal objective function value at current location.

Figure 4 Flowchart of TS process in SATSO-GWT. The OFVGO represents the current global optimal objective function value, OFVCULO represents the optimal objective function value at current location, GOLO represents the global optimal location, CALO represents the candidate location, and CULO represents the current location.

Figure 5 Flowchart of OOA in SATSO-GWT. The CALO represents the candidate location.

S1 A D

Figure 6 The groundwater flow system has an area of 540m by 540m and the problem domain is divided into three areas with different hydraulic conductivities and recharge rates. The real source is located at S1 and A to H represents the monitoring wells.

The slash grids represent no flow boundary.

S1 A D

Figure 7 A larger suspicious areas delineated by the broken lines with totally 100 suspicious areas (5 rows × 5 columns × 4 layers). The hydrogeological conditions of the flow system are the same as those shown in Figure 6.

個人資料

姓名:楊博傑

生日:民國73年3月29日 出生地:嘉義市

電話:03-3759611

住址:桃園市樹林八街9號6樓

學歷:民國95年畢業於國立中興大學環境工程學系 民國97年畢業於國立交通大學環境工程研究所

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