Optimization design and assessment of the effect of seepage control at reservoir sites under karst conditions: a case study in Anhui Province, China

Seepage analysis and assessment of the effect of seepage control at reservoir sites are essential parts of dam design and operations, and of considerable significance for the safe and economic design of the masses and hydraulic structures associated with reservoir sites. In this study, a systematic...

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Published in	Hydrogeology journal Vol. 29; no. 5; pp. 1831 - 1855
Main Authors	Zhang, Wenbing, Shen, Zhenzhong, Chen, Guanyun, Zhang, Wanlin, Xu, Liqun, Ren, Jie, Wang, Fei
Format	Journal Article
Language	English
Published	Berlin/Heidelberg Springer Berlin Heidelberg 01.08.2021 Springer Nature B.V
Subjects	Aquatic Pollution case studies China Control Dam construction Dam design Dam engineering Dams Design analysis Design optimization Discharge Earth and Environmental Science Earth Sciences Economics Finite element method Geology Geophysics/Geodesy Grouting Hydraulic conductivity Hydraulic structures Hydraulics Hydrogeology Hydrology/Water Resources Illustrations Karst karsts Limestone Mathematical models Numerical models Penetration tests Reservoir construction Reservoirs rivers seepage Seepage control Sensitivity analysis Technical services Waste Water Technology Water Management Water Pollution Control Water Quality/Water Pollution China Anhui China Reservoir dam Seepage analysis Seepage control Karst China
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Abstract	Seepage analysis and assessment of the effect of seepage control at reservoir sites are essential parts of dam design and operations, and of considerable significance for the safe and economic design of the masses and hydraulic structures associated with reservoir sites. In this study, a systematic process is provided for the optimal design and assessment of seepage control of reservoir dams under karst development conditions. A reservoir dam planned for construction in the middle-upper reaches of the Huayang River in China is selected as a case example for illustration. A three-dimensional equivalent continuum seepage finite-element numerical model is applied to investigate the effectiveness of the proposed and optimized seepage-control schemes, and it is calibrated by an inversion analysis of the initial seepage field based on the flexible tolerance method and field penetration test data. By analyzing the sensitivity of seepage discharge to the length and depth of the grouting curtain, a safe and economic seepage-control optimization scheme is suggested. Additionally, the sensitivity of seepage discharge to the hydraulic conductivity of the limestone layer is analyzed, and the results show that the hydraulic conductivity of the limestone layer has a significant impact on the seepage discharge of the reservoir site. The methodology and results derived from this study can provide technical support and reference for the optimal design and assessment of seepage control for reservoir dam engineering under karst conditions.
AbstractList	Seepage analysis and assessment of the effect of seepage control at reservoir sites are essential parts of dam design and operations, and of considerable significance for the safe and economic design of the masses and hydraulic structures associated with reservoir sites. In this study, a systematic process is provided for the optimal design and assessment of seepage control of reservoir dams under karst development conditions. A reservoir dam planned for construction in the middle-upper reaches of the Huayang River in China is selected as a case example for illustration. A three-dimensional equivalent continuum seepage finite-element numerical model is applied to investigate the effectiveness of the proposed and optimized seepage-control schemes, and it is calibrated by an inversion analysis of the initial seepage field based on the flexible tolerance method and field penetration test data. By analyzing the sensitivity of seepage discharge to the length and depth of the grouting curtain, a safe and economic seepage-control optimization scheme is suggested. Additionally, the sensitivity of seepage discharge to the hydraulic conductivity of the limestone layer is analyzed, and the results show that the hydraulic conductivity of the limestone layer has a significant impact on the seepage discharge of the reservoir site. The methodology and results derived from this study can provide technical support and reference for the optimal design and assessment of seepage control for reservoir dam engineering under karst conditions.
Author	Zhang, Wenbing Xu, Liqun Ren, Jie Wang, Fei Chen, Guanyun Zhang, Wanlin Shen, Zhenzhong
Author_xml	– sequence: 1 givenname: Wenbing surname: Zhang fullname: Zhang, Wenbing email: zwb0611@126.com organization: State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, College of Water Conservancy and Hydropower Engineering, Hohai University – sequence: 2 givenname: Zhenzhong surname: Shen fullname: Shen, Zhenzhong email: zhzhshen@hhu.edu.cn organization: State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, College of Water Conservancy and Hydropower Engineering, Hohai University – sequence: 3 givenname: Guanyun surname: Chen fullname: Chen, Guanyun organization: State Key Laboratory of Hydrology-Water Resources and Hydraulic Engineering, Hohai University, College of Water Conservancy and Hydropower Engineering, Hohai University – sequence: 4 givenname: Wanlin surname: Zhang fullname: Zhang, Wanlin organization: China State Construction Engineering Corporation Middle East – sequence: 5 givenname: Liqun surname: Xu fullname: Xu, Liqun organization: College of Water Conservancy and Hydropower Engineering, Hohai University – sequence: 6 givenname: Jie surname: Ren fullname: Ren, Jie organization: State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China, Xi’an University of Technology – sequence: 7 givenname: Fei surname: Wang fullname: Wang, Fei organization: State Key Laboratory of Eco-hydraulics in Northwest Arid Region of China, Xi’an University of Technology
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CitedBy_id	crossref_primary_10_3390_w15142562 crossref_primary_10_1016_j_cscm_2024_e03576 crossref_primary_10_1016_j_ijrmms_2022_105268 crossref_primary_10_1007_s12517_023_11822_2 crossref_primary_10_1016_j_tust_2025_106456 crossref_primary_10_3390_w16081100 crossref_primary_10_1016_j_conbuildmat_2023_133489 crossref_primary_10_1007_s10586_022_03715_y crossref_primary_10_2166_wst_2023_286 crossref_primary_10_3390_ma16041662 crossref_primary_10_1007_s40808_023_01905_0
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SubjectTerms	Aquatic Pollution case studies China Control Dam construction Dam design Dam engineering Dams Design analysis Design optimization Discharge Earth and Environmental Science Earth Sciences Economics Finite element method Geology Geophysics/Geodesy Grouting Hydraulic conductivity Hydraulic structures Hydraulics Hydrogeology Hydrology/Water Resources Illustrations Karst karsts Limestone Mathematical models Numerical models Penetration tests Reservoir construction Reservoirs rivers seepage Seepage control Sensitivity analysis Technical services Waste Water Technology Water Management Water Pollution Control Water Quality/Water Pollution
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Title	Optimization design and assessment of the effect of seepage control at reservoir sites under karst conditions: a case study in Anhui Province, China
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