Experimental Investigation of Forchheimer Coefficients for Non-Darcy Flow in Conglomerate-Confined Aquifer

Tong Zhang, Yixin Zhao*, Quan Gan, Liang Yuan, Guangpei Zhu, Yongbo Cai, Bao Cao

*Corresponding author for this work

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Abstract

A conglomerate-confined aquifer (CCA) plays an important role in affecting the safety and environmental protection during energy mining. In this study, the Forchheimer coefficients and associated seepage characteristics of the CCA were studied for different hydrogeological conditions via integrating theoretical analysis, hydromechanical experiment, and field investigation. Empirical models related to the intrinsic permeability (k) and inertial resistance (β) were developed based on theoretical and experimental solutions, governed by the parameters of particle size, initial porosity, and stress. The non-Darcy flow was obtained through experiments conducted with different ratios of the aggregate particle subjected to stress ranging from 1.43 MPa to 4.38 MPa, and a discharge model associated with k and β was proposed. The aggregate particle and filling material of the CCA presented positive and negative effects on the interconnected pores, respectively, accompanied by wedging and wall effects. Distribution state of the aggregate particle and the filling material was affected by the stress, resulting in the reduction of the hydraulic conductivity and the weakening of the wedging and wall effects in the CCA. In addition, the transportation effect and broken effect occurred for the lower and higher stress situations and contributed to the shrinkage of the interconnected pores. Finally, the models of the CCA were validated using a normalized objective function (NOF), a linear slope γ function, and field measurements.

Original languageEnglish
Article number4209197
JournalGeoFluids
Volume2018
DOIs
Publication statusPublished - 3 Dec 2018

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confined aquifer
conglomerate
seepage
hydraulic conductivity
environmental protection
experiment
porosity
particle size
effect
permeability
safety
energy
particle
filling material

ASJC Scopus subject areas

  • Earth and Planetary Sciences(all)

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Experimental Investigation of Forchheimer Coefficients for Non-Darcy Flow in Conglomerate-Confined Aquifer. / Zhang, Tong; Zhao, Yixin; Gan, Quan; Yuan, Liang; Zhu, Guangpei; Cai, Yongbo; Cao, Bao.

In: GeoFluids, Vol. 2018, 4209197, 03.12.2018.

Research output: Contribution to journalArticle

Zhang, Tong ; Zhao, Yixin ; Gan, Quan ; Yuan, Liang ; Zhu, Guangpei ; Cai, Yongbo ; Cao, Bao. / Experimental Investigation of Forchheimer Coefficients for Non-Darcy Flow in Conglomerate-Confined Aquifer. In: GeoFluids. 2018 ; Vol. 2018.
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abstract = "A conglomerate-confined aquifer (CCA) plays an important role in affecting the safety and environmental protection during energy mining. In this study, the Forchheimer coefficients and associated seepage characteristics of the CCA were studied for different hydrogeological conditions via integrating theoretical analysis, hydromechanical experiment, and field investigation. Empirical models related to the intrinsic permeability (k) and inertial resistance (β) were developed based on theoretical and experimental solutions, governed by the parameters of particle size, initial porosity, and stress. The non-Darcy flow was obtained through experiments conducted with different ratios of the aggregate particle subjected to stress ranging from 1.43 MPa to 4.38 MPa, and a discharge model associated with k and β was proposed. The aggregate particle and filling material of the CCA presented positive and negative effects on the interconnected pores, respectively, accompanied by wedging and wall effects. Distribution state of the aggregate particle and the filling material was affected by the stress, resulting in the reduction of the hydraulic conductivity and the weakening of the wedging and wall effects in the CCA. In addition, the transportation effect and broken effect occurred for the lower and higher stress situations and contributed to the shrinkage of the interconnected pores. Finally, the models of the CCA were validated using a normalized objective function (NOF), a linear slope γ function, and field measurements.",
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AU - Cao, Bao

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