Abstract
Rubber dams have been widely built for their advantages in increase of flooding resources utilization in the north arid and semiarid plain regions of China. Rise in river water stage by the dams, particularly during the drought periods, increases lateral seepage of river water into groundwater, and thus groundwater table and phreatic evaporation loss in the riparian zones. In this study, a riparian area of the Baihe River in Nanyang of Henan Province, China was selected for investigation of influences of the river dams on the groundwater recharge and evaporation loss. A hydraulic model, HEC-RAS, was used for simulation of the river stage variations along the Baihe River, and a numerical groundwater model, MODFLOW, was applied for simulation of groundwater dynamics and estimation of river flow seepage into aquifer and evaporation loss. The results show that the dams increase river stages of 2–3 m during January 2000–December 2002. The increase in the captured groundwater recharge was 7.15–34.06 million m3/a and the increased phreatic evaporation loss occupies 10% of the increased recharge when four rubber dams were built.
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References
Brunner GW (2008a) HEC-RAS river analysis system. Hydrological Engineering Center, US
Brunner GW (2008) HEC-RAS reference manual. US Hydrological Engineering Center
Cao BJ, Zhang J (2008) Preliminary discussion water resources optimized disposition in harmonious construction of Nanyang City. South North Water Transf Water Sci Technol 6(4):75–78 (in Chinese)
Chen X, Chen XH (2003) Stream water infiltration, bank storage, and storage zone changes due to stream-stage fluctuations. J Hydrol 280(1–4):246–264
Han C (2007) Numerical groundwater modeling of the groundwater withdrawal area nearby river and estimation of groundwater recharge from the river flow. Department of Water Resources and Hydrology, Hohai University, Nanjing (in Chinese)
Harbaugh AW (2005) MODFLOW-2005, the US Geological Survey modular ground-water model—the ground-water flow process. USGS, US, pp 20–36
Huo Z, Lu W (2005) Design and management of rubber dam. China Water Power Press, Beijing (in Chinese)
Ji W (1995) Study on water resources in Nanyang city of Henan province, vol 5, Henan Science Technology Press, Zhengzhou (in Chinese)
Logan WS (2004) Groundwater fluxes across interfaces. National Academy Press, USA
Luo CJ, Han B, Lu ZL (2004) Impact of rubber dam project on ground water environment. J Hydraulic Eng 8(8):59–65 (in Chinese)
McDonald MG, Harbaugh AW (1988) A modular three-dimensional finite-difference ground-water flow model. US Geol Surv Tech Water Resour Investig Book 6:586 (chap A1)
Prudic DE (1989) Documentation of a computer program to simulate stream-aquifer relations using a modular, finite difference ground-water flow model. US Geol Surv Open File Rep 113(16):88–729
Rodriguez LB, Cello PA, Vionnet CA, Goodrich D (2008) Fully conservative coupling of HEC-RAS with MODFLOW to simulate stream–aquifer interactions in a drainage basin. J Hydrol 353:129–142
Xie XJ, Yang Y, Cui LY (2005) Study of the mechanism of groundwater with river level and the method of drains. J Irrig Drainage 24(6):56–67 (in Chinese)
Zhang Z, Wu Q (2004) Establishment on coupled model of river water and groundwater and its application. J Liaoning Tech Univ 23(4):449–452 (in Chinese)
Acknowledgments
This research was supported by the Key Project of China Ministry of Education (No. 308012), National Natural Scientific Foundation of China (No. 40930635, 51079038 and 50679025), Programme of Introducing Talents of Discipline to Universities (No. B08048), China.
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Chen, X., Ling, Mh., Zhou, Q. et al. Numerical modeling the role of rubber dams on groundwater recharge and phreatic evaporation loss in riparian zones. Environ Earth Sci 65, 345–352 (2012). https://doi.org/10.1007/s12665-011-1094-9
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DOI: https://doi.org/10.1007/s12665-011-1094-9