Water vapor diffusion: A control factor in the selection of environmentally friendly waste sites in Mosul city, Iraq
Main Article Content
Abstract
Water vapour diffusion through porous media is an important part of water flux in the unsaturated zone, where fluid transfer is principally due to vapour diffusion. In this research, the suitability of Limestone, Gypsum stones and unsaturated plastic and non- plastic soils of Mosul city Iraq, for usage as barriers surrounding bunkers of chemicals and radioactive wastes were assessed in order to protect the environment. Laboratory experiments were conducted to investigate the water vapour transfer for the selected earth materials. Wetting/drying and freezing/thawing cycles were adopted to evaluate the water transfer properties of weathered stones. Saturated salt solutions in a special diffusion experiment were used to measure both the coefficient of permeability, and diffusivity of water vapour in the tested samples. The results were obtained using Darcy’s and Fick’s laws of water vapour transfer. X-ray Diffraction (XRD), optical Microscopic (OM) and Mercury Intrusion Porosimetry (MIP) tests were further performed to examine the mineralogical and microstructural characteristics of the materials. The results indicate a reduction of diffusion coefficient with an increase in relative humidity; water vapour diffusion decreases with the decrement in suction pressure, also there is a close relationship between total porosity and the diffusion coefficient of the tested samples. The results distinguished the variance in diffusion behaviour of plastic and non-plastic soils based on the difference in their microstructure fabrics. Further, the amount of hydraulic conductivity and diffusion coefficient was higher in limestone than in gypsum stone due to bigger pore size distribution of the limestone. It was equally confirmed that weathering factors have noticeable effects on the permeability and diffusion behaviour of the stones. In essence, the plasticity of soil, the type and degree of weathering of rocks are important factors to be considered in the choice of location for chemical and/or radioactive wastes sites.
Article Details
This work is licensed under a Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License.
References
Reyzabal ML, Cfsar J. A method for measurement of water vapor diffusion in dry soils. Geoderma. 1992;53:105-10.
Neil CW, Telfeyan K, Sauer KB, Ware SD, Reimus P, Boukhalfa H, et al. Iodine effective diffusion coefficients through volcanic rock: influence of iodine speciation and rock geochemistry. J Contam Hydrol. 2020;235:103714.
Dashtpour O, Fallah H. Transport in porous media. Int J Oil Gas Coal Eng. 2013;1(1):1-6.
Jabro JD. Water vapor diffusion through soil as affected by temperature and aggregate size. Transport Porous Media. 2009;77(3):417-28.
Pachepsky Y, Timlin D. Water transport in soils as in fractal media. J Hydrol. 1998;204:98-107.
Sood E. Determination of the diffusion coefficient for unsaturated soils [thesis]. Texas: Texas A&M University; 2005.
Beck K, Al-mukhtar M, Rozenbaum O, Rautureau M. Characterization, water transfer properties and deterioration in tuffeau: building material in the Loire valley-France. Build Environ. 2003;38(9-10):1151-62.
Pia G. Fluid flow in complex porous media : experimental data and IFU model predictions for water vapour permeability. J Nat Gas Sci Eng. 2016;35:283-90.
Carmeliet J, Descamps F, Houvenaghel G. A multiscale network model for simulating moisture transfer properties of porous media. Transport Porous Media. 1999;35(1):67-88.
Cui YJ, Tang AM, Loiseau C, Delage P. Determining the unsaturated hydraulic conductivity of a compacted sand-bentonite mixture under constant-volume and free-swell conditions. Phys Chem Earth. 2008;33(S1):S462-71.
Ludwig N, Rosina E, Sansonetti A. Evaluation and monitoring of water diffusion into stone porous materials by means of innovative IR thermography techniques. Measurement. 2018;118:348-53.
Wilson GW, Fredlund DD, Barbour SL. Coupled soil-atmosphere modelling for soil evaporation. Can Geotech J. 1994;31(2):151-61.
Kozaki T, Liu J, Sato S. Diffusion mechanism of sodium ions in compacted montmorillonite under different NaCl concentration. Phys Chem Earth. 2008;33(14):957-61.
Wels C, Lefebvre R, Robertson AM. An overview of prediction and control of air flow in acid-generating waste rock dumps. 6th International Conference on Acid Rock Drainage; 2003 Jul 12-18; Cairns, Australia. p. 639-50.
Boving TB, Grathwohl P. Tracer diffusion coefficients in sedimentary rocks: correlation to porosity and hydraulic conductivity. J Contam Hydrol. 2001;53(1-2):85-100.
Mosquera MJ, Silva B, Prieto B, Ruiz-Herrera E. Addition of cement to lime-based mortars: effect on pore structure and vapor transport. Cement Concr Res. 2006;36(9):1635-42.
Suresh D. Heat and mass transfer modelling in a porous structure effect of body’s heat and moisture loss on the microclimate of a hygiene product [thesis]. Gothenburg: Chalmers University of Technology; 2016.
Belleudy C, Woloszyn M, Chhay M, Cosnier M. A 2D model for coupled heat, air, and moisture transfer through porous media in contact with air channels. Int J Heat Mass Tran. 2016;95:453-65.
Bartelt-Hunt SL, Smith JA. Measurement of effective air diffusion coefficients for trichloroethene in undisturbed soil cores. J Contam Hydrol. 2002;56(3-4):193-208.
Haupl P, Grunewald J, Fechner H, Stopp H. Coupled heat air and moisture transfer in building structures. Int J Heat Mass Tran. 1996;40(7):1633-42.
Li C, Xu P, Qiu S, Zhou Y. The gas effective permeability of porous media with Klinkenberg effect. J Nat Gas Sci Eng. 2016;34:534-40.
Moldrup P, Olesen T, Schjnning P, Yamaguchi T, Rolston D. Predicting the gas diffusion coefficient in undisturbed soil from soil water characteristics. Soil Sci Soc Am J. 2000;64(1):94-100.
Yamanaka T, Inoue M, Kaihotsu I. Effects of gravel mulch on water vapor transfer above and below the soil surface. Agr Water Manag. 2004;67(2):145-55.
Benavente D, Pla C. Effect of pore structure and moisture content on gas diffusion and permeability in porous building stones. Mater Struct. 2018;51(1):21.
Gens A, Guimaraes L, Garcia-Molina AJ, Alonso E. Factors controlling rock-clay buffer interaction in a radioactive waste repository. Eng Geol. 2002;64(2-3):297-308.
Kozaki T, Sato Y, Nakajima M, Kato H, Sato S, Ohashi H. Effect of particle size on the diffusion behavior of some radionuclides in compacted bentonite. J Nucl Mater. 1999;270(1-2):265-72.
Montes G, Marty N, Fritz B, Clement A, Michau N. Modelling of long-term diffusion reaction in a bentonite barrier for radioactive waste confinement. Appl Clay Sci. 2005;30(3-4):181-98.
Shackelford C, Moore S. Fickian diffusion of radionuclides for engineered containment barriers: diffusion coefficients, porosities, and complicating issues. Eng Geol. 2013;152(1):133-47.
Fredlund DG, Rahardjo H. Soil mechanics for unsaturated soils. United States: John Wiley & Sons; 1993.
Sahimi M. Flow and transport in porous media and fractured rock: from classical methods to modern approaches. 2nd ed. Germany: Wiley-VCH Verlag GmbH & Co. KGaA; 2011.
Al-Omari A, Khattab SI. Al-Hadba Minaret, a contribution in Characterizing of its Brick. Key Eng Mater. 2020;857:48-55.
Fredlund DG. Unsaturated soil mechanics in engineering practice. J Geotech Geoenviron Eng. 2006;132(3):286-321.
Pia G, Casnedi L, Sanna U. Pore size distribution influence on suction properties of calcareous stones in cultural heritage: experimental data and model predictions. Adv Mater Sci Eng. 2016;2016:1-10.
Al-omari A, Beck K, Brunetaud X, Torok A, Al-mukhtar M. Critical degree of saturation : a control factor of freeze-thaw damage of porous limestones at Castle of Chambord, France. Eng Geol. 2015;185:71-80.
Ismail B. Environmental deterioration and conservation of monumental basalt, Egypt. Ass Univ Bull Environ Res. 2004;7(1):153-71.
ASTM. ASTM D5312 / D5312M-12, Standard test method for evaluation of durability of rock for erosion control under freezing and thawing conditions. West Conshohocken: ASTM International; 2013.
Grim RE. Clay mineralogy. 2nd Ed. New York: McGraw-Hill; 1968.
ASTM. ASTM D 854, Standard test methods for specific gravity of soil solids by water pycnometer. West Conshohocken: ASTM International; 2002.
ASTM. ASTM D4318, Standard test methods for liquid limit, plastic limit, and plasticity index of soils. West Conshohocken: ASTM International; 2000.
ASTM. ASTM D422-63, Standard test method for particle size analysis of soils, Annual book of ASTM standards. West Conshohocken: ASTM International; 2003.
AASHTO. T -180 Moisture density relations of soils using a 4.54 kg (10 lb) rammer and a 457 mm (18 in.) drop. Washington: AASHTO; 2011.
Yuan C, Lei T, Mao L, Liu H, Wu Y. Soil surface evaporation processes under mulches of different sized gravel. Catena. 2009;78(2):117-21.
Saheb M, Chabas A, Mertz J, Colas E, Rozenbaum O, Sizun J, et al. Weathering of limestone after several decades in an urban environment. Corrosion Sci. 2016;111:742-52.
Pia G, Casnedi L, Sanna U. Porosity and pore size distribution influence on thermal conductivity of yttria-stabilized zirconia: experimental findings and model predictions. Ceram Int. 2016;42(5):5802-9.