Exploitation potential of groundwater in Yangzhuang Basin, China under recharge enhancement

Exploitation potential of groundwater in Yangzhuang Basin, China under recharge enhancement

Xiaogang FuZhonghua Tang WenBin Lv Xiaoming Wang Baizhong Yan 

School of Environmental Studies, China University of Geoscience, Wuhan 430074, China

Hebei GEO University, Shijiazhuang 050031, China

Key Laboratory of Sustained Development and Utilization of Water Resources, Hebei Province, Shijiazhuang 050031, China

Hebei Province Collaborative Innovation Center for Sustainable Utilization of Water Resources and Optimization of Industrial Structure, Shijiazhuang 050031, China

Third Hydrogeological Engineering Team of Hebei Provincial Geological and Mining Burea, Hengshui 053099, China

Corresponding Author Email: 
fuxiaogang@hgu.edu.cn
Page: 
483-493
|
DOI: 
https://doi.org/10.18280/ijht.360213
Received: 
1 September 2017
| |
Accepted: 
2 February 2018
| | Citation

OPEN ACCESS

Abstract: 

This paper aims to determine the exploitation potential of groundwater and the optimal exploitation plan in karst areas. Considering the hydrogeological and boundary conditions of Yangzhuang karst groundwater system, a generalized hydrogeological model of groundwater flow was created and the governing equations were derived for karst groundwater simulation in the study area. Then, the study area was divided into 31,152 rectangular grids by finite difference method. The established model was applied to simulate the groundwater levels in 25 observation wells, and proved to be feasible through the fitting of simulated results with the measured results. Next, several forecast conditions and constraints were laid down, including but not limited to the precipitation calculated by historical series and future series (non-stationary) and the recharge enhancement measures like greening and retaining dam construction. Based on these conditions and constraints, a forecast model was created on Visual MODFLOW and coupled with the established hydrogeological model using the groundwater management (GWM) process to evaluate the maximum exploitation potential of groundwater in the study area, and determine the optimal exploitation plan for all groundwater source fields after implementing the above recharge enhancement measures. The evaluation results show that the exploitation volume calculated by the non-stationary future precipitation series outperforms that by the historical precipitation series in prediction accuracy; the allowable exploitation volume should be determined as 258,000 m3/d; by the most conservative estimate, the groundwater exploitation volume of the groundwater source fields can be maximized at 243,500 m3/d. The research findings lay the basis for sustainable exploitation and utilization of karst groundwater in the study area and similar regions.

Keywords: 

Yangzhuang basin, karst groundwater system, recharge enhancement, numerical simulation, exploitation potential

1. Introduction
2. Study Area
3. Modelling and Simulation
4. Forecast Conditions
5. Groundwater Level Forecast
6. Conclusions
Acknowledgements
  References

[1] Pulido BA. (1999). Karst hydrogeology and human activities: impacts, consequences and implications. In: Drew D, Hötzl H. (eds), Balkema, Rotterdam, 225-234. https://doi.org/10.2113/gseegeosci.V.4.487

[2] Bakalowicz M. (2005). Karst groundwater: A challenge for new resources. Hydrogeol J. 13: 148–160. https://doi.org/10.1007/s10040-004-0402-9 

[3] Ford D, Williams P.W. (2007). Karst hydrogeology and geomorphology. John Wiley and Sons, Chichester, Engl-and. https://doi.org/10.1002/9781118684986 

[4] Parise M, Gunn J. (eds). (2007). Natural and anthropogenic hazards in karst areas: Recognition, Analysis and Mitigation. Geological Society London. https://doi.org/10.3986/ac.v37i1.528 

[5] Dksy K, Imteaz MA, Arulrajah A. (2017). Development of groundwater vulnerability zones in a data-scarce eogenetic karst area using Head-Guided Zonation and particle-tracking simulation methods. Water Research 122: 17-26. https://doi.org/10.1016/j.watres.2017.05.056 

[6] Taheri K. (2005). Sinkhole hazards in Karst terrains (with emphasis on Sinkholes of Hamedan). West Regional Water Authority of Iran, Kermanshah (in Farsi).

[7] Bonacci O, Pipan T, Culver DC. (2009). A framework for karst ecohydrology. Environ Geol 56: 891–900. https://doi.org/10.1007/s00254-008-1189-0 

[8] Gutie´rrez F. (2010). Hazards associated with karst. In: Alca ´ntara I,Goudie A (eds) Geomorphological hazards and disaster preven-tion. Cambridge University Press, Cambridge, 161–175. https://doi.org/10.1017/cbo9780511807527.013 

[9] Parise M. (2010). Hazards in karst. In: Bonacci O (ed) Proceedings of international interdisciplinary scientific conference on”sustain-ability of the karst environment. Dinaric karst and other karst regions”, Plitvice Lakes (Croatia), 23–26. Sep 2009, IHP-UNESCO, series on groundwater 2, 155–162.

[10] Parise M. (2015). Karst geo-hazards: causal factors and management issues. Acta Carsologica 44(3): 401–414. https://doi.org/10.3986/ac.v44i3.1891 

[11] Karimi H, Taheri K. (2010). Hazards and mechanism of sinkholes on Kaboudar Ahang and Famenin plains of Hamadan. Iran. Nat Hazards 55: 481–499. https://doi.org/10.1007/s11069-010-9541-6 

[12] Taheri K, Gutie ´rrez F, Mohseni H, Raeisi E, Taheri M. (2015a). Sinkhole susceptibility mapping using the analytical hierarchy process (AHP) and magnitude–frequency relationships: A case study in Hamadan province, Iran. Geomorphology 234: 64–79. https://doi.org/10.1016/j.geomorph.2015.01.005 

[13] Taheri K, Taheri M, Parise M. (2015b). Unprotected karst resources in western Iran: The environmental impacts of intensive agricultural pumping on the covered karstic aquifer, a case in Kermanshah province. Geophys Res Abstr 17: 1640.

[14] Teutsch G. (1993). An Extended Double-Porosity Concept as a Practical Modeling Approach for a Karstified Terraine. Hydrogeological Processes in Karst Terraines. Proceedings of the Antalya Symposium and Field Seminar, International Association of Hydrological Sciences, Wallingford, October 1990, 281-292.

[15] Scanlon BR, Mace RE, Barret ME, Smith B. (2003). Can We Simulate Regional Groundwater Flow in a Karst System Using Equivalent Porous Media Models Case Study, Barton Springs Edwards Aquifer, USA. Journal of Hydrology 276: 137-158. https://doi.org/10.1016/s0022-1694(03)00064-7 

[16] Pankow JF, Johnson RL, Hewetson JP, Cherry JA. (1986). An evaluation of contaminant migration patterns at two waste disposal sites on fractured porous media in terms of the equivalent porous medium (EPM) model. Journal of Contaminant Hydrology 1: 65-76. https://doi.org/10.1016/0169-7722(86)90007-0 

[17] Neuman SP. (1987). Stochastic Continuum Representation of Fractured Rock Permeability as an Alternative to the REV and Fracture Network Concepts. In: Custodio E., Gurgui A, Lobo-Ferreira J.P (eds) NATO Advanced Workshop on Advances in Analytical and Numerical Groundwater Flow and Quality Modelling, NATO ASI Series, Series C: Mathematical and Physical Sciences, 224: 331-362. https://doi.org/10.1007/978-94-009-2889-3_19 

[18] Huntoon PW. (1994). Is It Appropriate to Apply Porous Media Groundwater Circulation Models to Karstic Aquifers In: El-Kadi A.I (eds) Groundwater Models for Resources Analysis and Management, CRC/Lewis Publishers, Boca Raton, 339-358.

[19] Quinn TM, Vacher HL. (2004). Geology and hydrogeology of carbonate islands, Elsevier Science, Amsterdam. https://doi.org/10.1016/s0070-4571(04)x8019-5 

[20] Martínez-Santos P, Andreu JM. (2010). Lumped and distributed approaches to model natural recharge in semiarid karst aquifers. Journal of Hydrology 388(3–4): 389-398. https://doi.org/10.1016/j.jhydrol.2010.05.018 

[21] Abusaada M, Sauter M. (2013). Studying the Flow Dynamics of a Karst Aquifer System with an Equivalent Porous Medium Model. Groundwater 51(4): 641-650. https://doi.org/10.1111/j.1745-6584.2012.01003.x 

[22] Mayaud C, Wagner T, Benischke R, Birk S. (2014). Single event time series analysis in a binary karst catchment evaluated using a groundwater model (Lurbach system, Austria). Journal of Hydrology 511: 628-639. https://doi.org/10.1016/j.jhydrol.2014.02.024 

[23] Waterloo Hydrogeology. (2006). Visual MODFLOWv. 4.2 user’s manual: For professional application in three-dimensional groundwater flow and contaminant transport modeling. Waterloo ON, 632 pp.

[24] Ahlfeld DP, Barlow PM, Mulligan AE. (2005). GWM—A ground-water management process for the U.S. Geological Survey modular groundwater model (MODFLOW-2000): U.S. Geological Survey Open-File Report 2005-1072, 124.

[25] Li CM, Kang FX. (2001). Research on karst water resources and augmenting recharge sources and augmenting permissible yield for the Yangzhuang basin in Shangdong province. South-to-North Water Transfers and Water Science & Technology 10: 103.

[26] Bear J. (1977). On the aquifer integrated balance equations. Adv Water Res 1:15–23. https://doi.org/10.1016/0309-1708(80)90058-5 

[27] Qiu SW, Liang XJ, Xiao CL, Huang H, Fang Z. (2015). Numerical Simulation of Groundwater Flow in a River Valley Basin in Jilin Urban Area, China. Water (7): 5769. https://doi.org/10.3390/w7105768 

[28] Chen SL, Yang W, Huo ZL, Huang GH. (2016). Ground-water simulation for efficient water resources manage-ment in Zhangye Oasis. Northwest China.Environment-al Earth Sciences 75(8): 647. https://doi.org/10.1007/s12665-016-5458-z 

[29] Gebreyohannes T, Smedt FD, Walraevens K, Gebresilassie S, Hussien A, Hagos M, Amare K, Deckers J, Gebrehiwot K. (2017). Regional groundwater flow modeling of the geba basin, northern ethiopia. Hydrogeology Journal. 25(3): 639-655. https://doi.org/10.1007/s10040-016-1522-8 

[30] Wu JF, Zhu XY, Qian JZ. (2000). A time series model with finite element method for rational exploration of fracture karst water resources in Xuzhou city. Geological Journal of China Universities 6(3): 470.

[31] McDonald MG, Harbaugh AW. (1988). A modular three-dimensional finite-difference groundwater flow model. US Geological survey techniques of water-resources investigations, book 6, Chap. A1, US Geological Survey, Open-File report 83–875.