Technical Notes
Apr 10, 2018

Prediction Model for Spatial and Temporal Variation of Groundwater Level Based on River Stage

Publication: Journal of Hydrologic Engineering
Volume 23, Issue 6

Abstract

Groundwater level (GWL) is an important subsoil characteristic, closely related to geological, geographical, and hydrological conditions. In urban areas, a key influence component for GWL is river stage (RS) because of the near-river location and low rainfall infiltration into the ground. In this study, the spatial and temporal variation of GWL was analyzed, and a GWL prediction model based on river stage was proposed. For this purpose, a series of the finite-element (FE) analyses were performed considering various geological and hydrological conditions. The spatial and temporal responses of GWL to river stage from the analyses were quantified for various permeability and river stage conditions. Based on results of the FE analyses, a correlation model between GWL and river stage was established. The model parameters were evaluated and given in forms of design equations. The proposed method provides a simple and effective way for predicting GWL based on river stage, without an elaborate modeling process and sophisticated numerical scheme that requires heavy computation efforts. To check the validity of the proposed GWL prediction method, a test site was selected and adopted into the comparison. The predicted GWL using the proposed method indicated close agreement with the measured GWL.

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Acknowledgments

This work was supported by the Basic Science Research Program through the National Research Foundation of Korea (NRF), the Korea Institute of Energy Technology Evaluation and Planning (KETEP), and the Ministry of Trade, Industry and Energy (MOTIE), (Nos. 2011-0030040 and 20174030201480).

References

Batelaan, O., De Smedt, F., and Triest, L. (2003). “Regional groundwater discharge: Phreatophyte mapping, groundwater modeling and impact analysis of land-use change.” J. Hydrol., 275(1–2), 86–108.
Chesnaux, R., Chapuis, R. P., and Molson, J. W. (2006). “A new method to characterize hydraulic short-circuits in defective borehole seals.” Groundwater, 44(5), 676–681.
GeoSlope International. (2012). Seepage modeling with SEEP/W, Calgary, Canada.
GIDS (Geotechnical Information Database System). (2015). “Ground investigation tap.” ⟨http://surveycp.seoul.go.kr⟩ (Feb. 6, 2015).
Hoque, M. A., Hoque, M. M., and Ahmed, K. M. (2007). “Declining groundwater level and aquifer dewatering in Dhaka metropolitan area, Bangladesh: Causes and quantification.” Hydrogeol. J., 15(8), 1523–1534.
Kim, I., Park, D., Kyung, D., Kim, G., Kim, S., and Lee, J. (2016). “Comparative influences of precipitation and river stage on groundwater levels in near-river areas.” Sustainability, 8(1), 1–16.
Lu, N., and Likos, W. J. (2004). Unsaturated soil mechanics, Wiley, New York, 556.
NGIC (National Groundwater Information and Service Center). (2015). “Groundwater information request tap.” ⟨http://www.gims.go.kr⟩ (Feb. 6, 2015).
Pauwels, V. R. N., Verhoest, N. E. C., and De Troch, F. P. (2002). “A metahillslope model based on an analytical solution to a linearized Boussinesq equation for temporally variable recharge rates.” Water Resour. Res., 38(12), 1297.
Sahoo, S., and Jha, M. K. (2013). “Groundwater-level prediction using multiple linear regression and artificial neural network techniques: A comparative assessment.” Hydrogeol. J., 21(8), 1865–1887.
Sun, J., Li, J., Liu, Q., and Zhang, H. (2011). “Approximate engineering solution for predicting groundwater table variation during reservoir drawdown on the basis of the Boussinesq equation.” J. Hydrol. Eng., 791–797.

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Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 23Issue 6June 2018

History

Received: May 26, 2017
Accepted: Nov 21, 2017
Published online: Apr 10, 2018
Published in print: Jun 1, 2018
Discussion open until: Sep 10, 2018

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Authors

Affiliations

Incheol Kim [email protected]
Ph.D. Student, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 03722, Korea. E-mail: [email protected]
Junhwan Lee [email protected]
Professor, School of Civil and Environmental Engineering, Yonsei Univ., Yonseiro 50, Seodeamun-gu, Seoul 03722, Korea (corresponding author). E-mail: [email protected]

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