An Improved Method for Quantifying Liquid Saturation Using Transparent Soil

Transparent porous media combined with digital image processing technology can be used to quantify the saturation of local fluids. In this regard, the calibration relationship between the pixel intensity of the image and the saturation of the wetting liquid is the crucial premise for whether this te...

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Main Authors: Juan Wang, Wei Liu, Wenwu Chen, Xuebin Ran, Yanfang Zhang, Gaochao Lin
Format: Article
Language:English
Published: Wiley 2019-01-01
Series:Advances in Civil Engineering
Online Access:http://dx.doi.org/10.1155/2019/1867342
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author Juan Wang
Wei Liu
Wenwu Chen
Xuebin Ran
Yanfang Zhang
Gaochao Lin
author_facet Juan Wang
Wei Liu
Wenwu Chen
Xuebin Ran
Yanfang Zhang
Gaochao Lin
author_sort Juan Wang
collection DOAJ
description Transparent porous media combined with digital image processing technology can be used to quantify the saturation of local fluids. In this regard, the calibration relationship between the pixel intensity of the image and the saturation of the wetting liquid is the crucial premise for whether this technique can be promoted and applied, and it is also a bottleneck that limits whether this technique can be rapidly and extensively developed. However, owing to gravity-driven effects, wetting liquid in a residual state usually exhibits an irregular boundary caused by the phenomenon of saturation overshoot, which makes it very difficult to use the previous overflow method to obtain the data pair of saturation-pixel intensity accurately. To this end, we have made some improvements to the specific testing method for wetting liquid saturation in the residual state and proposed a local centrifugal sampling method, which considerably improved the accuracy of this method. The results show that the relationship between the pixel intensity and saturation of the transparent soil obtained through this method is generally consistent with the regularity of the previous calibration method but shows better correlation. The results of this study will drive further potential application of transparent soil in the flow of partially saturated porous media.
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institution Kabale University
issn 1687-8086
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language English
publishDate 2019-01-01
publisher Wiley
record_format Article
series Advances in Civil Engineering
spelling doaj-art-2c2dd10b1b72411da69edaca94ab4c302025-02-03T06:07:12ZengWileyAdvances in Civil Engineering1687-80861687-80942019-01-01201910.1155/2019/18673421867342An Improved Method for Quantifying Liquid Saturation Using Transparent SoilJuan Wang0Wei Liu1Wenwu Chen2Xuebin Ran3Yanfang Zhang4Gaochao Lin5Department of Geological Engineering, Lanzhou University, Tianshui Road, 222, Lanzhou 730000, ChinaDepartment of Geological Engineering, Lanzhou University, Tianshui Road, 222, Lanzhou 730000, ChinaDepartment of Geological Engineering, Lanzhou University, Tianshui Road, 222, Lanzhou 730000, ChinaSchool of Information Science and Technology, Lanzhou University, Lanzhou 730000, ChinaDepartment of Geological Engineering, Lanzhou University, Tianshui Road, 222, Lanzhou 730000, ChinaSchool of Civil and Environmental Engineering, University of New South Wales, Sydney, AustraliaTransparent porous media combined with digital image processing technology can be used to quantify the saturation of local fluids. In this regard, the calibration relationship between the pixel intensity of the image and the saturation of the wetting liquid is the crucial premise for whether this technique can be promoted and applied, and it is also a bottleneck that limits whether this technique can be rapidly and extensively developed. However, owing to gravity-driven effects, wetting liquid in a residual state usually exhibits an irregular boundary caused by the phenomenon of saturation overshoot, which makes it very difficult to use the previous overflow method to obtain the data pair of saturation-pixel intensity accurately. To this end, we have made some improvements to the specific testing method for wetting liquid saturation in the residual state and proposed a local centrifugal sampling method, which considerably improved the accuracy of this method. The results show that the relationship between the pixel intensity and saturation of the transparent soil obtained through this method is generally consistent with the regularity of the previous calibration method but shows better correlation. The results of this study will drive further potential application of transparent soil in the flow of partially saturated porous media.http://dx.doi.org/10.1155/2019/1867342
spellingShingle Juan Wang
Wei Liu
Wenwu Chen
Xuebin Ran
Yanfang Zhang
Gaochao Lin
An Improved Method for Quantifying Liquid Saturation Using Transparent Soil
Advances in Civil Engineering
title An Improved Method for Quantifying Liquid Saturation Using Transparent Soil
title_full An Improved Method for Quantifying Liquid Saturation Using Transparent Soil
title_fullStr An Improved Method for Quantifying Liquid Saturation Using Transparent Soil
title_full_unstemmed An Improved Method for Quantifying Liquid Saturation Using Transparent Soil
title_short An Improved Method for Quantifying Liquid Saturation Using Transparent Soil
title_sort improved method for quantifying liquid saturation using transparent soil
url http://dx.doi.org/10.1155/2019/1867342
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