Identification of karst spring hydrographs using laboratory and numerical simulations considering combined discrete-continuum approaches

被引:0
|
作者
Chen, Yuan [1 ,2 ]
Shu, Longcang [1 ,2 ,5 ]
Lian, Yanqing [2 ,3 ,5 ]
Li, Hu [4 ]
Li, Gang [4 ]
机构
[1] Hohai Univ, Coll Hydrol & Water Resources, Nanjing, Peoples R China
[2] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul Eng, Nanjing, Peoples R China
[3] Hohai Univ, Yangtze Inst Conservat & Dev, Nanjing, Peoples R China
[4] Jinan Rail Transit Grp Co Ltd, Adm Dept, Jinan, Peoples R China
[5] Hohai Univ, State Key Lab Hydrol Water Resources & Hydraul Eng, Nanjing 210098, Peoples R China
基金
国家重点研发计划;
关键词
covered karst system; discrete-continuum approaches; fractured rocks; matrix permeability; numerical simulation; porous medium; rainfall-discharge process; spring hydrograph; FLOW; RECESSION; DISCHARGE; HYDRAULICS; CATCHMENT; AQUIFER; NETWORK; MODELS;
D O I
10.1002/hyp.14965
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The quantitative analysis of karst spring hydrographs aids in characterizing the hydrodynamic properties of aquifer systems. However, the relationships between spring hydrographs and hydrologic functions of different media lack in-depth research. This study detected the rainfall-discharge processes of covered karst systems using two combined discrete-continuum models (a coupled continuum-pipe model and a hybrid model) developed based on laboratory experiments. An improved exponential function was used to decompose spring recession hydrographs with a great performance, and the results indicate that the slow drainage controlled by the porous medium dominates the whole recession process. There is a shift in the contribution of the matrix to karst discharge systems with the increase of its hydraulic conductivity. Although spring hydrographs have a great dependency on the hydraulic process of fracture networks, the variation in permeability of the matrix significantly changes the storage capacity of fractured rocks and spring discharge behaviours. The changing process of water storage rate of the matrix and fractures with spring hydrographs reveals three stages: a period of steep rise and fall, a period with slight fluctuations, and a gentle descent stage. The parameter sensitivity analysis in both models shows that the covering porous layer has a strong effect on the patterns of karst spring hydrographs, and the specific yield is more sensitive than hydraulic conductivity. While these simulations were conducted at the laboratory scale, the findings provide insights into practical applications of spring protection and water resources management. We constructed a small covered karst system with corresponding numerical models and improved the traditional exponential function to decompose spring recession hydrographs. The results indicate that the slow flow dominated by the porous media plays a critical role in the whole recession process. There is a shift in the contribution of the matrix to karst discharge systems with increasing hydraulic conductivity, and the changing process of the water storage rate of fractured rocks with spring hydrographs contains three stages.image
引用
收藏
页数:15
相关论文
共 13 条
  • [1] Evaluation of hydrogeological impact of tunnel engineering in a karst aquifer by coupled discrete-continuum numerical simulations
    Zheng, Xiaokang
    Yang, Zhibing
    Wang, Sheng
    Chen, Yi-Feng
    Hu, Ran
    Zhao, Xian-Jin
    Wu, Xing-Liang
    Yang, Xu-Lie
    JOURNAL OF HYDROLOGY, 2021, 597
  • [2] Representation of water abstraction from a karst conduit with numerical discrete-continuum models
    Reimann, T.
    Giese, M.
    Geyer, T.
    Liedl, R.
    Marechal, J. C.
    Shoemaker, W. B.
    HYDROLOGY AND EARTH SYSTEM SCIENCES, 2014, 18 (01) : 227 - 241
  • [3] Numerical simulation of tracer breakthrough curves in karst aquifers by a coupled discrete-continuum model
    Zheng, Xiaokang
    Yang, Zhibing
    Zhan, Shuangqiao
    Du, Xingwu
    Chen, Yuncai
    Hu, Ran
    Chen, Yi-Feng
    JOURNAL OF HYDROLOGY, 2024, 645
  • [4] A discrete-continuum coupled numerical method for fracturing behavior in concrete dams considering material heterogeneity
    Qin, Xiangnan
    Guo, Jinjun
    Gu, Chongshi
    Chen, Xudong
    Xu, Bo
    CONSTRUCTION AND BUILDING MATERIALS, 2021, 305
  • [5] From rainfall to spring discharge: Coupling conduit flow, subsurface matrix flow and surface flow in karst systems using a discrete-continuum model
    de Rooij, Rob
    Perrochet, Pierre
    Graham, Wendy
    ADVANCES IN WATER RESOURCES, 2013, 61 : 29 - 41
  • [6] Development of a discrete-continuum VDFST-CFP numerical model for simulating seawater intrusion to a coastal karst aquifer with a conduit system
    Xu, Zexuan
    Hu, Bill X.
    WATER RESOURCES RESEARCH, 2017, 53 (01) : 688 - 711
  • [7] Impacts of Artificial Regulation on Karst Spring Hydrograph in Northern China: Laboratory Study and Numerical Simulations
    Wu, Peipeng
    Shu, Longcang
    Li, Fulin
    Chen, Huawei
    Xu, Yang
    Zou, Zhike
    Mabedi, Esther Chifuniro
    WATER, 2019, 11 (04)
  • [8] Feasibility research on numerical simulation of karst spring dynamics using a single continuum model
    Du, X. Q.
    Ye, X. Y.
    Rehrl, C.
    Birk, S.
    CALIBRATION AND RELIABILITY IN GROUNDWATER MODELING: MANAGING GROUNDWATER AND THE ENVIRONMENT, 2009, : 11 - 14
  • [9] COMP 179-A theoretical study of hydrolysis of SO3 using a combined discrete-continuum model
    Cao, Zhiji
    Zhang, Ning
    Wu, Huanwen
    Hong, Shanguo
    ABSTRACTS OF PAPERS OF THE AMERICAN CHEMICAL SOCIETY, 2008, 236
  • [10] Particulate flow analysis in inclined pipes and transfer chutes using tomography imaging,discrete element simulations and continuum modeling approaches
    Kenneth WILLIAMS
    Timothy DONOHUE
    Alan ROBERTS
    Mark JONES
    Dusan ILIC
    BaosteelTechnicalResearch, 2010, 4(S1) (S1) : 108 - 108