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Application of grey correlation method to evaluate potential groundwater recharge sites

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Abstract

Artificial recharge is a practical tool available for increasing the groundwater storage capacity. The efficiency of artificial recharge is related to various hydrogeological factors of the target area. In this study, a variable saturated groundwater flow model, FEMWATER, was used to evaluate the arrival times of recharged water that infiltrates from an artificial recharge pond to the groundwater table under various hydrogeological conditions. Forty-five arrival times were generated by FEMWATER. The relationships between the arrival times and hydrogeological factors used in the simulation of FEMWATER were analyzed by the grey correlation method. The results show the order of importance of the factors as they influence the arrival time. In order from high to low importance, they are α, D g, θ e, D p, K S and β. D g and D p are interpreted as the potential for movement of the recharge water; θe is the water storage capacity of soil, and K S represents the ability of soil to transport water. α and β describe the characteristic curve of the unsaturated soil. The method was applied to evaluate a suitable site for artificial recharge in the Yun-Lin area. Grey correlation analysis was performed to obtain the grey correlation grade using the minimum arrival time as a reference sequence. An index is proposed herein to determine the recharge efficiency of 20 sampling sites. A contour mapping of index values at the 20 sampling sites identified three areas for artificial aquifer recharge in Yun-Lin. Area A in the upper plain is considered more appropriate for groundwater recharge than areas B and C in the coast.

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References

  • Bouwer H (1996) Issue artificial recharge. Water Sci Tech 33:381–390

    Article  CAS  Google Scholar 

  • Bouwer H (2002) Artificial recharge of groundwater: hydrogeology and engineering. Hydrogol J 10:121–142

    Article  CAS  Google Scholar 

  • Brooks RH, Corey AT (1964) Hydraulic properties of porous media affecting fluid flow. J Irrig Drain Div Am Soc Civ Eng 92(IR2):61–88

    Google Scholar 

  • Chang NB (2005) Sustainable water resources management under uncertainty. Stoch Environ Res Risk Assess 19:97–98

    Article  Google Scholar 

  • Chang TC, Lin SJ (1999) Grey relation analysis of carbon dioxide emissions from industrial production. J Environ Manag 56:247–257

    Article  Google Scholar 

  • Chapman TG, Malone RW (2002) Comparison of models for estimation of groundwater recharge, using data from a deep weighing lysimeter. Math Comput Simul 59:3–17

    Article  Google Scholar 

  • Chen JF (2002) Analysis and application of a water budget model in the unsaturated zone. PhD Thesis, National Cheng Kung University, Tainan

  • Cook PG, Robinson NI (2002) Estimating groundwater recharge in fractured rock from environmental 3H and 36Cl, Clare Valley, South Australia. Water Resour Res 38. DOI 10.1029/2001WR000772

  • van Dam J C, Feddes RA (2000) Numerical simulation of infiltration, evaporation and shallow groundwater levels with the Richards equation. J Hydrol 233:72–85

    Article  Google Scholar 

  • Deng JL (1989) Introduction to the grey system theory. J Grey Syst 1:1–24

    Google Scholar 

  • Deng JL (1996) Fundamental methods on grey system. Hua-Zhong University of Science and Technology Press, Wu-Han

    Google Scholar 

  • El-Hames AS, Richards KS (1995) Testing the numerical difficulty applying Richards’ equation to sandy and clayey soils. J Hydrol 167:381–391

    Article  Google Scholar 

  • EMRL (2003) Groundwater modeling system tutorials volume I∼IV. Brigham Young University, UT

    Google Scholar 

  • Eriksson E, Khunakasem V (1969) Chloride concentration in groundwater, recharge rate and rate of deposition of chloride in the Israel coastal plain. J Hydrol 7(2):178–197

    Article  Google Scholar 

  • Finch JW (1998) Estimating direct groundwater recharge using a simple water balance model—sensitivity to land surface parameters. J Hydrol 211:112–125

    Article  Google Scholar 

  • Fung CP (2003) Manufacturing process optimization for wear property of fiber reinforced polybutlene terephthalate composite with grey relation analysis. Wear 254:298–306

    Article  CAS  Google Scholar 

  • Gau HS, Chen JS, Peng JK, Hsieh SY (2001) The influence of hydraulic conductivity, pond water depth and ground water depth on artificial groundwater recharge (in Chinese). Taiwan Water Conserv l49:46–54

    Google Scholar 

  • van Genuchten MT (1980) A close-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci Soc Am J 44:892–898

    Article  Google Scholar 

  • Giao PH, Phien-Wej N, Honjo Y (1999) FEM quasi-3D modeling of responses to artificial recharge in the Bangkok multiaquifer system. Environ Model Softw 14:141–151

    Article  Google Scholar 

  • Hodnett MG, Tomasella J (2002) Marked differences between van Genuchten soil water-retention parameters for temperate and tropical soils: a new water retention pedo-transfer functions developed for tropical soils. Geoderma 128:155–180

    Article  Google Scholar 

  • Hubert J, Meyer PD, Nachabe M, Touma J, van Genuchten MT, Lenhard RJ (1996) Parameter equivalence for the Brooks–Croey and van Genuchten soil characteristics: preserving the effective capillary drive. Water Resour Res 32(5):1251–1258

    Article  Google Scholar 

  • Kao C, Bouarfa S, Zimmer D (2001) Steady state analysis of unsaturated flow above a shallow water-table aquifer drained by ditches. J Hydrol 250:122–133

    Article  Google Scholar 

  • Liang RH (1999) Application of grey relation analysis to hydroelectric generation scheduling. Electr Power Energy Syst 21:357–364

    Article  Google Scholar 

  • Lin HC, Richards DR, Yeh GT, Cheng JR, Cheng HP, Jones NL (1997) FEMWATER: a three-dimensional finite element computer model for simulating density-dependent flow and transport in variably saturated media, Technical Report CHL-97-12, U.S. Army Corps of Engineer, 151pp

  • Luckner L, van Genuchten MTh, Nielsen DR (1989) A consistent set of parametric models for the two phase flow of immiscible fluids in the subsurface. Water Resour Res 25:2187–2193

    Article  CAS  Google Scholar 

  • Parlange JY, Hogarth WL, Barry DA, Parlange MB, Haverkamp R, Ross PJ, Steenhuis TS, DiCarlo DA, Katul G (1999) Analytical approximation to the solutions of Richards’ equation with applications to infiltration, ponding, and time compression approximation. Adv Water Resour 23:189–194

    Article  Google Scholar 

  • Ragab R, Finch J, Harding R (1997) Estimation of groundwater recharge to chalk and sandstone aquifer using simple soil models. J Hydrol 190:19–41

    Article  CAS  Google Scholar 

  • Rastogi AK, Pandey SN (1998) Modeling of artificial recharge b of different shapes and effect on underlying system. J Hydrol Eng 3:62–68

    Article  Google Scholar 

  • Salama RB, Tapley I, Ishii T, Hawkes G (1994) Identification of areas of recharge and disharge using Landsat-TM satellite imagery and aerial photography mapping techniques. J Hydrol 162:119–141

    Article  Google Scholar 

  • Saraf AK, Choudhury PR (1998) Integrated remote sensing and GIS for groundwater exploration and identification of artificial recharge sites. Int J Remote Sensing 19:1825–1841

    Article  Google Scholar 

  • Sukhija BS, Reddy DV, Nandakumar MV, Rama (1997) A method for evaluation of artificial recharge through percolation tanks using environmental chloride. Ground Water 35:161–165

    Article  CAS  Google Scholar 

  • Todd DK (1980) Groundwater hydrology. Wiley, New York, 535 pp

  • Warrick AW (1991) Numerical approximations of darcian flow through unsaturated soil. Water Resour Res 27:1215–1222

    Article  Google Scholar 

  • WRA (1998) Planning of groundwater artificial recharge on Cho-Shui-River alluvial. Technical Report, Water Resources Agency, Taiwan

  • WRA (1999) Corpus book for the reports of the entire groundwater monitoring plan-the first stage from 1992 to 1998. Technical Report, Water Resources Agency, Taiwan

  • WRA (2002) Hydrological year book of Taiwan, Water Resources Agency, Taiwan

  • Yeh YL, Chen TC (2004) Application of grey correlation analysis for evaluating the artificial lake site in Pingtung Plain, Taiwan. Can J Environ Eng 31:56–64

    Google Scholar 

Download references

Acknowledgements

We would like to thank the National Science Council of ROC (Taiwan) for financially supporting this research under Contract No. NSC 91-2313-B-127-002.

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Correspondence to C. W. Liu.

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Gau, H.S., Hsieh, C.Y. & Liu, C.W. Application of grey correlation method to evaluate potential groundwater recharge sites. Stoch Environ Res Ris Assess 20, 407–421 (2006). https://doi.org/10.1007/s00477-006-0034-9

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