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RESEARCH ARTICLE

Gravity segregation during miscible displacement—re-investigation and re-interpretation

D. A. Rose A C and F. Abbas B
+ Author Affiliations
- Author Affiliations

A School of Agriculture, Food and Rural Development, University of Newcastle, Newcastle upon Tyne, NE1 7RU, UK.

B Natural Resources and Environmental Management Department, CTAHR-University of Hawaii at Manoa, 1910 East West Road, Honolulu, HI 96822, USA.

C Corresponding author. Email: angela.kennedy@ncl.ac.uk

Australian Journal of Soil Research 45(5) 319-332 https://doi.org/10.1071/SR06115
Submitted: 30 August 2006  Accepted: 8 June 2007   Published: 16 August 2007

Abstract

When the liquid residing in a horizontal bed of porous material is displaced by another liquid of different density, the resulting hydrodynamic dispersion is modified by the formation of a tongue of denser liquid undershooting the less dense liquid, a phenomenon known as gravity segregation. An earlier account of gravity segregation contained a substantial error (that of an incorrect frame of reference for flow) and several printing mistakes. In this paper we (i) correct these errors, (ii) extend the analysis to describe the course of breakthrough in beds of rectangular and circular cross-sections, (iii) re-interpret the existing experimental evidence, and (iv) present new experimental results on the vertical and horizontal transport of ionic solutions of different concentrations and densities through inert and reactive porous materials, ballotini, and sepiolite, respectively.

The behaviour of immiscible liquids is predicted by the non-dimensional gravity segregation number, β, segregation becoming more extreme as β increases. With miscible liquids, however, breakthrough starts later and ends earlier then predicted for immiscible liquids, mixing by hydrodynamic dispersion moderating the effect of segregation. Breakthrough curves are well fitted by CXTFIT 2.0; apparent coefficients of hydrodynamic dispersion vary much less with pore-water velocity in horizontal than in vertical flow, but retardation factors are not influenced by orientation. Although a formal analysis of the combined effect of gravity segregation and hydrodynamic dispersion was not possible, the statistically significant inverse relation between β and column Peclet number was explained qualitatively.

Gravity segregation occurs during the intrusion of saline groundwater into coastal aquifers. The simple theory for immiscible displacement overestimates the actual intrusion that occurs with miscible liquids and so provides an effective safety margin.

Additional keywords: ballotini, gravity segregation, hydrodynamic dispersion, immiscible displacement, sepiolite.


References


Biggar JW, Nielsen DR (1964) Chloride-36 diffusion during stable and unstable flow through glass beads. Soil Science Society of America Proceedings 28, 591–595. open url image1

Carman PC (1956) ‘Flow of gases through porous media.’ (Butterworths Scientific Publications: London)

Chhatwal SS, Cox RL, Green DW, Ghandi B (1973) Experimental and mathematical modeling of liquid-liquid miscible displacement in porous media. Water Resources Research 9, 1369–1377. open url image1

Craig FF, Sanderlin JL, Moore DW (1957) A laboratory study of gravity segregation in frontal drives. Transactions of the American Society of Mining Engineers 210, 275–281. open url image1

Crane FE, Kendall HA, Gardner GF (1963) Some experiments on the flow of miscible fluids of unequal density through porous media. Society of Petroleum Engineers Journal 3, 277–280. open url image1

Gardner GHF, Downie J, Kendall HA (1962) Gravity segregation of miscible fluids in linear models. Society of Petroleum Engineers Journal 2, 95–104. open url image1

Ghassemi F , Jakeman AJ , Nix HA (1995) ‘Salinisation of land and water resources.’ (University of New South Wales Press Ltd: Sydney)

Kumar A, Kimbler OK (1970) Effect of dispersion, gravity segregation, and formation stratification on the recovery of fresh water stored in saline aquifers. Water Resources Research 6, 1689–1700. open url image1

Lide DR (2005) ‘Handbook of chemistry and physics.’ 86th edn (CRC Press: Boca Raton, FL)

Muskat M (1937) ‘The flow of homogeneous fluids through porous media.’ (McGraw-Hill: New York)

Passioura JB, Rose DA (1971) Hydrodynamic dispersion in aggregated media: 2. Effects of velocity and aggregate size. Soil Science 111, 345–351. open url image1

Philip JR (1991) Soils, natural science, and models. Soil Science 151, 91–98.
Crossref | GoogleScholarGoogle Scholar | open url image1

Robertson RS (1957) Sepiolite: a versatile raw material. Chemistry & Industry , 1492–1495. open url image1

Rose DA, Abbas F, Adey MA (2006) Limitations in the use of electrical conductivity to monitor the behaviour of soil solution. Australian Journal of Soil Research 44, 695–700.
Crossref | GoogleScholarGoogle Scholar | open url image1

Rose DA, Passioura JB (1971a) Gravity segregation during miscible displacement experiments. Soil Science 111, 258–265. open url image1

Rose DA, Passioura JB (1971b) The analysis of experiments on hydrodynamic dispersion. Soil Science 111, 252–257. open url image1

Rumer RR, Harleman DRF (1963) Intruded salt-water wedge in porous media. Journal of the Hydraulics Division, Proceedings of the American Society of Civil Engineers 89, 193–220. open url image1

Toride N , Leij FJ , van Genuchten MT (1995) The CXTFIT code for estimating transport parameters from laboratory or field tracer experiments: release 2.0. Research Report No. 137, US Salinity Laboratory, Riverside, CA.

van Genuchten MT , Wierenga PJ (1986) Solute dispersion coefficients and retardation factors. In ‘Methods of soil analysis, Part 1, Physical and mineralogical methods’. 2nd edn. (Ed. A Klute) pp. 1025–1054. (American Society of Agronomy and Soil Science Society of America: Madison, WI)

Wilson JL, da Costa AS (1982) Finite element simulation of a saltwater/freshwater interface with indirect toe tracking. Water Resources Research 18, 1069–1080. open url image1