Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough Fracture

Under the uniform seepage boundary condition, the forward and reverse seepage flow rates will vary widely. In response to this phenomenon, this paper studies the mechanism of the difference in seepage characteristics between the forward and reverse directions from the fracture profile’s roughness, D...

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Main Authors: Yulong Niu, Yuan Wang, Zhiyu Sun, Jinghua Li, Xin Xiang, Zhikui Wang
Format: Article
Language:English
Published: Hindawi Limited 2021-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2021/6648522
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spelling doaj-b1d457dde8874d1cacf361b6aa0c32c42021-04-05T00:01:20ZengHindawi LimitedAdvances in Civil Engineering1687-80942021-01-01202110.1155/2021/6648522Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough FractureYulong Niu0Yuan Wang1Zhiyu Sun2Jinghua Li3Xin Xiang4Zhikui Wang5Postdoctoral Research Station of China Three Gorges CorporationKey Laboratory of Ministry of Education for Geomechanics and Embankment EngineeringChina Three Gorges CorporationChina Three Gorges CorporationChina Three Gorges CorporationCollege of Civil and Transportation EngineeringUnder the uniform seepage boundary condition, the forward and reverse seepage flow rates will vary widely. In response to this phenomenon, this paper studies the mechanism of the difference in seepage characteristics between the forward and reverse directions from the fracture profile’s roughness, Darcy and non-Darcy seepage, and distribution of eddy currents. First of all, wavelet transform was used to decompose and reconstruct the single rough fracture for 8 times, and then 9 fracture models with various roughness degrees were constructed. Then, Finite Volume Method was used to simulate the seepage in the original and approximate models of the Reynolds number varying from 0.001 to 1000. The results show that the nonlinear seepage is necessary for the difference between the forward and reverse seepage characteristics of the single rough fracture. The mechanism of the discrepancy between forward and reverse nonlinear seepages is the diverse shapes and distribution of the eddy current generated by the forward and reverse seepage. The secondary roughness provides space for the existence and development of the eddy current. The secondary roughness is the geometric basis of the discrepancy between the forward and reverse seepage characteristics.http://dx.doi.org/10.1155/2021/6648522
collection DOAJ
language English
format Article
sources DOAJ
author Yulong Niu
Yuan Wang
Zhiyu Sun
Jinghua Li
Xin Xiang
Zhikui Wang
spellingShingle Yulong Niu
Yuan Wang
Zhiyu Sun
Jinghua Li
Xin Xiang
Zhikui Wang
Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough Fracture
Advances in Civil Engineering
author_facet Yulong Niu
Yuan Wang
Zhiyu Sun
Jinghua Li
Xin Xiang
Zhikui Wang
author_sort Yulong Niu
title Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough Fracture
title_short Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough Fracture
title_full Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough Fracture
title_fullStr Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough Fracture
title_full_unstemmed Discrepancy between Forward and Reverse Seepage Characteristics in a Single Rough Fracture
title_sort discrepancy between forward and reverse seepage characteristics in a single rough fracture
publisher Hindawi Limited
series Advances in Civil Engineering
issn 1687-8094
publishDate 2021-01-01
description Under the uniform seepage boundary condition, the forward and reverse seepage flow rates will vary widely. In response to this phenomenon, this paper studies the mechanism of the difference in seepage characteristics between the forward and reverse directions from the fracture profile’s roughness, Darcy and non-Darcy seepage, and distribution of eddy currents. First of all, wavelet transform was used to decompose and reconstruct the single rough fracture for 8 times, and then 9 fracture models with various roughness degrees were constructed. Then, Finite Volume Method was used to simulate the seepage in the original and approximate models of the Reynolds number varying from 0.001 to 1000. The results show that the nonlinear seepage is necessary for the difference between the forward and reverse seepage characteristics of the single rough fracture. The mechanism of the discrepancy between forward and reverse nonlinear seepages is the diverse shapes and distribution of the eddy current generated by the forward and reverse seepage. The secondary roughness provides space for the existence and development of the eddy current. The secondary roughness is the geometric basis of the discrepancy between the forward and reverse seepage characteristics.
url http://dx.doi.org/10.1155/2021/6648522
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