Technical Papers
Jan 13, 2022

Combined Numerical Simulation and Groundwater Depletion Sensitivity Analysis for Dynamic Pumping Management

Publication: Journal of Water Resources Planning and Management
Volume 148, Issue 3

Abstract

The economy continues to grow in Taiwan, and water demand from both households and industry has also continued to increase, which has led to water scarcity problems rising throughout the island. Thus, groundwater plays an essential role as a backup to supplement water resources. Considering that overpumping might lead to groundwater depletion, land subsidence, and even water quality issues, drawing up a more efficient strategy for groundwater management is necessary. This study proposes a dynamic adjusting pumping rate based on the exceedance probability of the historical groundwater table and the regional sensitivity of the pumping rate. The sensitivity of regional groundwater depletion was calculated by solving a Jacobian matrix composed of various pumping scenarios from numerical simulations. The coastal region of the Taichung City of Taiwan was selected as the study site to test our method. The result indicated that the groundwater table drawdown affected by pumping was reduced from 3.0 to 0.17 m in the 2015 dry season. During the period, groundwater of approximately 750,000 t was provided. Similarly, 350,000 t of groundwater resources and only a 0.09 m drawdown were accomplished in the 2016 wet season. Thus, this study proposed a groundwater dynamic management rule based on the current water level that effectively improves the efficiency of using groundwater resources.

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Data Availability Statement

All of the observed data, models, or codes that support the outcomes of this study are available from the corresponding author on reasonable request.

Acknowledgments

This work was supported by the Water Resources Planning Institute, Water Resources Agency, Ministry of Economic Affairs, under Grant No. MOEAWRA1090264.

References

Abidin, H. Z., H. Andreas, I. Gumilar, Y. Fukuda, Y. E. Pohan, and T. Deguchi. 2011. “Land subsidence of Jakarta (Indonesia) and its relation with urban development.” Nat. Hazards 59 (3): 1753–1771. https://doi.org/10.1007/s11069-011-9866-9.
Alley, W. M., and S. A. Leake. 2004. “The journey from safe yield to sustainability.” Ground Water 42 (1): 12–16. https://doi.org/10.1111/j.1745-6584.2004.tb02446.x.
ASCE. 1987. Ground water management. New York: ASCE.
Calderhead, A. I., R. Therrien, A. Rivera, R. Martel, and J. Garfias. 2011. “Simulating pumping-induced regional land subsidence with the use of InSAR and field data in the Toluca Valley, Mexico.” Adv. Water Resour. 34 (1): 83–97. https://doi.org/10.1016/j.advwatres.2010.09.017.
Carbognin, L., P. Teatini, and L. Tosi. 2004. “Eustacy and land subsidence in the Venice Lagoon at the beginning of the new millennium.” J. Mar. Syst. 51 (1–4): 345–353. https://doi.org/10.1016/j.jmarsys.2004.05.021.
Chakraei, I., H. R. Safavi, G. C. Dandy, and M. H. Golmohammadi. 2021. “Integrated simulation-optimization framework for water allocation based on sustainability of surface water and groundwater resources.” J. Water Resour. Plann. Manage. 147 (3): 05021001. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001339.
Conkling, H. 1946. “Utilization of ground-water storage in stream system development.” Trans. Am. Soc. Civ. Eng. 111 (1): 275–305. https://doi.org/10.1061/TACEAT.0005914.
Dixon, T. H., F. Amelung, A. Ferretti, F. Novali, F. Rocca, R. Dokka, G. Sella, S.-W. Kim, S. Wdowinski, and D. Whitman. 2006. “Subsidence and flooding in New Orleans.” Nature 441 (7093): 587–588. https://doi.org/10.1038/441587a.
Faunt, C. C., M. Sneed, J. Traum, and J. T. Brandt. 2016. “Water availability and land subsidence in the Central Valley, California, USA.” Hydrogeol. J. 24 (3): 675–684. https://doi.org/10.1007/s10040-015-1339-x.
Freeze, R. A. 1971. “Three-dimensional, transient, saturated-unsaturated flow in a groundwater basin.” Water Resour. Res. 7 (2): 347–366. https://doi.org/10.1029/WR007i002p00347.
Freeze, R. A., and J. A. Cherry. 1979. Groundwater, 604. Hoboken, NJ: Pretice-Hall.
Giese, M., E. Haaf, B. Heudorfer, and R. Barthel. 2020. “Comparative hydrogeology–reference analysis of groundwater dynamics from neighbouring observation wells.” Hydrol. Sci. J. 65 (10): 1685–1706. https://doi.org/10.1080/02626667.2020.1762888.
Hantush, M. S., and C. E. Jacob. 1955. “Steady three-dimensional flow to a well in a two-layered aquifer.” Eos, Trans. Am. Geophys. Union 36 (2): 286–292. https://doi.org/10.1029/TR036i002p00286.
Hung, W.-C., C. Hwang, C.-P. Chang, J.-Y. Yen, C.-H. Liu, and W.-H. Yang. 2010. “Monitoring severe aquifer-system compaction and land subsidence in Taiwan using multiple sensors: Yunlin, the southern Choushui River Alluvial Fan.” Environ. Earth Sci. 59 (7): 1535–1548. https://doi.org/10.1007/s12665-009-0139-9.
Karamouz, M., R. Rahimi, and E. Ebrahimi. 2021. “Uncertain water balance-based sustainability index of supply and demand.” J. Water Resour. Plann. Manage. 147 (5): 04021015. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001351.
Lee, C. H. 1915. “The determination of safe yield of underground reservoirs of the closed basin type.” Trans. Am. Soc. Civ. Eng. 78 (1): 148–218. https://doi.org/10.1061/TACEAT.0002653.
Li, M., P. Guo, and C. Ren. 2015. “Water resources management models based on two-level linear fractional programming method under uncertainty.” J. Water Resour. Plann. Manage. 141 (8): 05015001. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000518.
Lin, H. C. J., D. R. Richards, G. T. Yeh, J. R. Cheng, and H. P. Cheng. 1997. FEMWATER: A three-dimensional finite element computer model for simulating density-dependent flow and transport in variably saturated media. Vicksburg, MS: Army Engineer, Waterways Experiment Station, Coastal Hydraulics Laboratory.
Liu, C. H., Y. W. Pan, J. J. Liao, C. T. Huang, and S. Ouyang. 2004. “Characterization of land subsidence in the Choshui River alluvial fan, Taiwan.” Environ. Geol. 45 (8): 1154–1166. https://doi.org/10.1007/s00254-004-0983-6.
Liu, C. W., Y. L. Chou, S. T. Lin, G. J. Lin, and C. S. Jang. 2010. “Management of high groundwater level aquifer in the Taipei Basin.” Water Resour. Manage. 24 (13): 3513–3525. https://doi.org/10.1007/s11269-010-9617-9.
Loáiciga, H. A. 2017. “The safe yield and climatic variability: Implications for groundwater management.” Ground Water 55 (3): 334–345. https://doi.org/10.1111/gwat.12481.
Meinzer, O. E. 1920. “Quantitative method of estimating ground-water supplies.” Bull. Geol. Soc. Am. 31 (2): 329–338. https://doi.org/10.1130/GSAB-31-329.
MOEA (Third River Management Office, Water Resource Agency). 2017. The improvement plan of Da-An River (including of main flow and branch Wu-Shi-Keng River). London: MOEA.
Neuman, S. P. 1975. “Analysis of pumping test data from anisotropic unconfined aquifers considering delayed gravity response.” Water Resour. Res. 11 (2): 329–342. https://doi.org/10.1029/WR011i002p00329.
Phien-Wej, N., P. H. Giao, and P. Nutalaya. 2006. “Land subsidence in Bangkok, Thailand.” Eng. Geol. 82 (4): 187–201. https://doi.org/10.1016/j.enggeo.2005.10.004.
Richards, L. A. 1931. “Capillary conduction of liquids through porous mediums.” Phys.: J. Appl. Phys. 1 (5): 318–333. https://doi.org/10.1063/1.1745010.
Shih, D. S., C. J. Chen, M. H. Li, C. S. Jang, C. M. Chang, and Y. Y. Liao. 2019. “Statistical and numerical assessments of groundwater resource subject to excessive pumping: Case study in Southwest Taiwan.” Water 11 (2): 360. https://doi.org/10.3390/w11020360.
Shih, D. S., J. M. Liau, and G. T. Yeh. 2012. “Model assessments of precipitation with a unified regional circulation rainfall and hydrological watershed model.” J. Hydrol. Eng. 17 (1): 43–54. https://doi.org/10.1061/(ASCE)HE.1943-5584.0000414.
Singh, C. K., and Y. B. Katpatal. 2020. “Assessment of groundwater-level monitoring network in irrigated regions with a complex aquifer system using information theory.” J. Hydrol. Eng. 25 (11): 05020040. https://doi.org/10.1061/(ASCE)HE.1943-5584.0002004.
Tartakovsky, G. D., and S. P. Neuman. 2007. “Three-dimensional saturated-unsaturated flow with axial symmetry to a partially penetrating well in a compressible unconfined aquifer.” Water Resour. Res. 43 (1). https://doi.org/10.1029/2006WR005153.
Theis, C. V. 1935. “The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using ground-water storage.” Eos, Trans. Am. Geophys. Union 16 (2): 519–524. https://doi.org/10.1029/TR016i002p00519.
Theis, C. V. 1940. “The source of water derived from wells: Essential factors controlling the response of an aquifer to development.” Civ. Eng. 10 (5): 277–280.
Todd, D. K. 1959. Groundwater hydrology, 336. New York: Wiley.
Wang, H., T. Asefa, N. Wanakule, and J. Geurink. 2021. “Evaluating potential impact of short-term augmentation of groundwater production on groundwater levels in Tampa Bay Region.” J. Water Resour. Plann. Manage. 147 (2): 05020027. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001314.
Wang, J., W. Gao, S. Xu, and L. Yu. 2012. “Evaluation of the combined risk of sea level rise, land subsidence, and storm surges on the coastal areas of Shanghai, China.” Clim. Change 115 (3): 537–558. https://doi.org/10.1007/s10584-012-0468-7.
Wu, R. S., and D. S. Shih. 2018. “Modeling hydrological impacts of groundwater level in the context of climate and land cover change.” Terr. Atmos. Oceanic Sci. 29 (3): 3. https://doi.org/10.3319/TAO.2017.10.26.01.
Xu, J., Y. Tu, and Z. Zeng. 2013. “Bilevel optimization of regional water resources allocation problem under fuzzy random environment.” J. Water Resour. Plann. Manage. 139 (3): 246–264. https://doi.org/10.1061/(ASCE)WR.1943-5452.0000248.
Yeh, G. T., H. P. Cheng, J. R. Cheng, H. C. J. Lin, and W. D. Martin. 1998. A numerical model simulating water flow and contaminant and sediment transport in watershed systems of 1-D stream-river network, 2-D overland regime, and 3-D subsurface media (WASH123D: Version 1.0). Vicksburg, MS: Army Engineer, Waterways Experiment Station, Coastal Hydraulics Laboratory.
Yeh, G. T., G. B. Huang, F. Zhang, H. P. Cheng, and H. C. Lin. 2006. WASH123D: A numerical model of flow, thermal transport, and salinity, sediment, and water quality transport in watershed systems of 1-D stream-river network, 2-D overland regime, and 3-D subsurface media. Orlando, FL: EPA, Dept. of Civil and Environmental Engineering, Univ. of Central Florida.
Yeh, G. T., D. S. Shih, and J. R. Cheng. 2011. “An integrated media, integrated processes watershed model.” Comput. Fluids 45 (1): 2–13. https://doi.org/10.1016/j.compfluid.2010.11.018.
Yeh, G. T., and D. S. Ward. 1980. FEMWATER: A finite-element model of water flow through saturated-unsaturated porous media. Oak Ridge, TN: Oak Ridge National Laboratory.
Yin, J., H. V. Pham, and F. T. C. Tsai. 2020. “Multiobjective spatial pumping optimization for groundwater management in a multiaquifer system.” J. Water Resour. Plann. Manage. 146 (4): 04020013. https://doi.org/10.1061/(ASCE)WR.1943-5452.0001180.
Yu, G. H., and C. C. Huang. 2001. “A distribution free plotting position.” Stochastic Environ. Res. Risk Assess. 15 (6): 462–476. https://doi.org/10.1007/s004770100083.

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Go to Journal of Water Resources Planning and Management
Journal of Water Resources Planning and Management
Volume 148Issue 3March 2022

History

Received: Jun 14, 2021
Accepted: Nov 19, 2021
Published online: Jan 13, 2022
Published in print: Mar 1, 2022
Discussion open until: Jun 13, 2022

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Associate Professor, Dept. of Civil Engineering, National Yang Ming Chiao Tung Univ., No. 1001 Ta-Hsueh Rd., Hsinchu City 300, Taiwan. ORCID: https://orcid.org/0000-0002-1150-0196. Email: [email protected]
Yung-Chia Chiu [email protected]
Professor, Institute of Earth Sciences, National Taiwan Ocean Univ., No. 2, Beining Rd., Zhongzheng Dist., Keelung City 20224, Taiwan. Email: [email protected]
Postdoctoral Researcher, Dept. of Civil Engineering, National Yang Ming Chiao Tung Univ., No. 1001 Ta-Hsueh Rd., Hsinchu City 300, Taiwan (corresponding author). ORCID: https://orcid.org/0000-0001-6346-3529. Email: [email protected]

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  • A Method Combining Seepage Theory and Model Simulation for the Identification of Potential Groundwater Resources, Journal of Hydrologic Engineering, 10.1061/(ASCE)HE.1943-5584.0002223, 27, 12, (2022).

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