Isothermal diffusion of water vapor in unsaturated soils based on Fick’s second law

Fei-fei Liu , Xue-song Mao , Jian-xun Zhang , Qian Wu , Ying-ying Li , Cheng Xu

Journal of Central South University ›› 2020, Vol. 27 ›› Issue (7) : 2017 -2031.

PDF
Journal of Central South University ›› 2020, Vol. 27 ›› Issue (7) : 2017 -2031. DOI: 10.1007/s11771-020-4427-6
Article

Isothermal diffusion of water vapor in unsaturated soils based on Fick’s second law

Author information +
History +
PDF

Abstract

In arid regions, water vapor diffusion predominates the total water migration in unsaturated soil, which significantly influences agriculture and engineering applications. With the aim of revealing the diffusion mechanism of water vapor in unsaturated soil, a water vapor migration test device was developed to conduct the water vapor migration indoor test. The test results demonstrate that the characteristics of water vapor diffusion in unsaturated soil conformed to Fick’s second law. A mathematical model for water vapor diffusion under isothermal conditions in unsaturated soil was established based on Fick’s law. Factors including the initial moisture content gradient, initial moisture content distribution, soil type and temperature that affect the water vapor diffusion coefficient were analyzed. The results show that there was good agreement between the moisture content calculated by the mathematical model and obtained by the indoor experiment. The vapor diffusion coefficient increased with increasing initial moisture content gradient and temperature. When the initial moisture content gradient is constant, the vapor diffusion coefficient increases with the increase of matrix suction ratio in dry and wet soil section. The effect of soil type on the water vapor diffusion coefficient was complex, as both the moisture content and soil particle sizes affected the water vapor diffusion.

Keywords

water vapor diffusion coefficient / unsaturated soil / mathematical model / initial moisture content gradient / initial moisture content distribution / soil type / temperature

Cite this article

Download citation ▾
Fei-fei Liu, Xue-song Mao, Jian-xun Zhang, Qian Wu, Ying-ying Li, Cheng Xu. Isothermal diffusion of water vapor in unsaturated soils based on Fick’s second law. Journal of Central South University, 2020, 27(7): 2017-2031 DOI:10.1007/s11771-020-4427-6

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

MillyP C D. A simulation analysis of thermal effects on evaporation from soil [J]. Water Resources Research, 1984, 20(8): 1087-1098

[2]

ScanlonB, KeeseK, ReedyR, SimunekJ, AndraskiB J. Variations in flow and transport in thick desert vadose zones in response to paleoclimatic forcing (0–90 kyr): Field measurements, modeling, and uncertainties [J]. Water Resources Research, 2003, 39(7): 1179

[3]

SakaiM, TorideN, SimunekJ J. Water and vapor movement with condensation and evaporation in a sandy column [J]. Soil Sci Soc Am J, 2009, 733707-717

[4]

ShmuelA, TamirK. Liquid and vapor water in vadose zone profiles above deep aquifers in hyper-arid environments [J]. Water Resources Research, 2019, 55(5): 3619-3631

[5]

GUTHRIE W S, HERMANSSON A, WOFFINDEN K H. Saturation of granular base material due to water vapor flow during freezing: Laboratory experimentation and numerical modeling [C]// 13th International Conference on Cold Regions Engineering, 2006: 1–12. DOI: https://doi.org/10.1061/40836(210)66.

[6]

LIU Fei-fei, MAO Xue-song, XU Cheng, LI Ying-ying, WU Qian, ZHANG Jian-xun. “Covering effects” under diurnal temperature variations in arid and semiarid areas [J]. Advances in Civil Engineering, 2020(5): 1–12. DOI: https://doi.org/10.1155/2020/7496182.

[7]

LI Qian. The finite element analysis of covering effect performance of highway asphalt pavement on subgrade in Xinjiang [C]// International Conference on Electric Technology & Civil Engineering, 2011. DOI: https://doi.org/10.1109/RSETE.2011.5965343.

[8]

LiQ, YaoY-p, HanL-m, HuJ, PengR, WangN-dong. Pot-cover effect of soil [J]. Industrial Construction, 2014, 44(2): 69-71(in Chinese)

[9]

ZhanfS, TengJ-d, HeZ-y, LiuY, LiangS-h, YaoY-p, ShengD-chao. Canopy effect caused by vapour transfer in covered freezing soils [J]. J Géotechnique, 2016, 66(11): 927-940

[10]

NiuF-j, LiA-y, LuoJ, LinZ-j, YinG-a, LiuM-h, ZhengH, LiuH. Soil moisture, ground temperatures, and deformation of a high-speed railway embankment in Northeast China [J]. Cold Regions Science and Technology, 2017, 133: 7-14

[11]

GaoJ-q, LaiY-m, ZhangM-y, FengZ-liang. Experimental study on the water-heat-vapor behavior in a freezing coarse-grained soil [J]. Applied Thermal Engineering Design Processes Equipment Economics, 2018, 128: 956-965

[12]

BaiR-q, LaiY-m, ZhangM-y, GaoJ-qiang. Water-vapor-heat behavior in a freezing unsaturated coarse-grained soil with a closed top [J]. Cold Regions Science and Technology, 2018, 155: 120-126

[13]

ZENG Ling, YAO Xiao-fei, ZHANG Jun-hui, GAO Qian-Feng, CHEN Jing-cheng, GUI Yu-tong. Ponded infiltration and spatial-temporal prediction of the water content of silty mudstone[J]. Bulletin of Engineering Geology and the Environment, 2020. DOI: https://doi.org/10.1007/s10064-020-01880-1.

[14]

CaryJ W. Soil heat transducers and water vapor flow [J]. Soil Sci Soc Am J, 1979, 43(5): 835-839

[15]

LiS-x, ChengG-dong PProblem of heat and moisture transfer in freezing and thawing soils [M], 1995, Lanzhou, Lanzhou University Press(in Chinese)

[16]

LiS-y, NiuF-j, LaiY-m, PeiW-s, YuW-bing. Optimal design of thermal insulation layer of a tunnel in permafrost regions based on coupled heat-water simulation [J]. Applied Thermal Engineering Design Processes Equipment Economics, 2017, 110: 1264-1273

[17]

ZhangM-l, WenZ, DongJ-h, WangD-k, HouY-d, XueK, YangX-y, SunG-dong. Coupled water-vapor-heat transport in shallow unsaturated zone of active layer in permafrost regions [J]. Rock and Soil Mechanics, 2018, 39(2): 561-570(in Chinese)

[18]

SviercoskiR F, EfendievY, MohantyB P. Upscaling the coupled water and heat transport in the shallow subsurface [J]. Water Resources Research, 2018, 54: 995-1012

[19]

YinX, LiuE-l, SongB-t, ZhangD. Numerical analysis of coupled liquid water, vapor, stress and heat transport in unsaturated freezing soil [J]. Cold Regions Science and Technology, 2018, 155: 20-28

[20]

PhilipJ R, DevriesD A. Moisture movement in porous materials under temperature gradients [J]. Trans Am Geophys Union, 1957, 38(2): 222-232

[21]

MiyazakiT. Condensation and movement of water vapor in sand under temperature gradient [J]. Transactions of the Japanese Society of Irrigation Drainage & Reclamation Engineering, 1976, 61: 1-8

[22]

ShaoW, Coenders-GerritsM, JudgeJ, ZengY-j, SuY. The impact of non-isothermal soil moisture transport on evaporation fluxes in a maize cropland [J]. Journal of Hydrology, 2018, 561: 335-347

[23]

MaH-y, YangQ-c, YinL-h, HuangJ-t, ZhangJ, WangX-y, LiC-zhu. Isotopic implications for vapor-liquid infiltration pattern in the desert area of ordos plateau, China [J]. Clean-Soil, Air, Water, 2017, 45(5): 1500718

[24]

HE Zai-qiu, WANG Tie-hang, ZHAO Shu-de. Coupling calculation method for the transfer of water vapor and liquid water in unsaturated soil [J]. Journal of Xi’an University of Architecture & Technology, 2004(3): 285–287+298. DOI: https://doi.org/10.15986/j.1006-7930.2004.03.006. (in Chinese)

[25]

LiY-l, WangJ, WangT-hang. Moisture migration of unsaturated soil due to thermal gradients [J]. Rock and Soil Mechanics, 2016, 37102839-2844(in Chinese)

[26]

BaiR-q, LaiY-m, ZhangM-y, RenJ-ge. Study on the coupled heat-water-vapor-mechanics process of unsaturated soils [J]. Journal of Hydrology, 2020, 585: 124784

[27]

WangM-w, LiJ, GeS, QinS, XuP. An experimental study of vaporous water migration in unsaturated lime-treated expansive clay [J]. Environmental Earth Sciences, 2015, 73(4): 1679-1686

[28]

JacksonR D. Water vapor diffusion in relatively dry soil: I. theoretical considerations and sorption experiments1[J]. Soil Science Society of America Journal, 1964, 28(2): 172-176

[29]

JabroJ D. Water vapor diffusion through soil as affected by temperature and aggregate size [J]. Transport in Porous Media, 2009, 77(3): 417-428

[30]

HE Zuo-yue, ZHANG Sheng, TENG Ji-dong, YAO Yang-ping, SHENG Dai-chao. A coupled model for liquid water-vapor-heat migration in freezing soils [J]. Cold Regions Science and Technology 2018, 148. DOI: https://doi.org/10.1016/j.coldregions.2018.01.003.

[31]

ShaoW, SuY, LanghammerJ. Simulations of coupled non-isothermal soil moisture transport and evaporation fluxes in a forest area [J]. Journal of Hydrology and Hydromechanics, 2018, 66(4): 410-425

[32]

WangN-d, MaZ-q, YaoY-p, JiaJ-f, ChenH, LiC-zhi. Analysis of moisture migration affected by test period and initial water content [J]. Industrial Construction, 2016, 46(9): 13-16(in Chinese)

[33]

ZhangCY, ZhaoY D, ZhangR R, ZhengY L. Research on the influence of water vapor diffusion and evaporation on water and heat transfer in frozen soil [J]. Eurasian Soil Science, 2018, 51(10): 1240-1251

[34]

ASTM C136/C136M-14Standard test method for sieve analysis of fine and coarse aggregates [S], 2014, West Conshohocken, PA, ASTM International

[35]

ASTM D7928–17Standard test method for particle-size distribution (Gradation) of fine-grained soils using the sedimentation (Hydrometer) analysis [S], 2017, West Conshohocken, PA, ASTM International

[36]

ASTM C1699-09(2015). Standard test method for moisture retention curves of porous building materials using pressure plates [S]. West Conshohocken, PA: ASTM International, 2015. DOI: https://doi.org/10.1520/C1699-09R15.

[37]

van GenuchtenT M. A closed-form equation for predicting the hydraulic conductivity of unsaturated soils [J]. Soil Science Society of America Journal, 1980, 44(5): 892-898

[38]

ZHANG Jun-hui, PENG Jun-hui, LIU Wei-zheng, LU Wei-hua. Predicting resilient modulus of fine-grained subgrade soils considering relative compaction and matric suction [J]. Road Materials and Pavement Design, 2019. DOI: https://doi.org/10.1080/14680629.2019.1651756.

[39]

PengJ-h, ZhangJ-h, LiJ, YaoY-s, ZhangA-shun. Modeling humidity and stress-dependent subgrade soils in flexible pavements [J]. Computers and Geotechnics, 2020, 120103413

[40]

ASTM D4643–17Standard test method for determination of water content of soil and rock by microwave oven heating [S], 2017, West Conshohocken, PA, ASTM International

[41]

KaufmannR SFick’s law [M], 1998, Netherlands, Springer

[42]

TetensO. Uber einige meteorologische Begriffe [J]. Zeitschrift Geophysic, 1930, 6297-309

[43]

ThomsonW. On the equilibrium of vapour at a curved surface of liquid [J]. The London, Edinburgh, and Dublin Philosophical Magazine and Journal of Science, 1871, 42(282): 448-452

AI Summary AI Mindmap
PDF

233

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/