TECHNICAL PAPERS
Sep 1, 2006

Modeling Water Movement and Flux from Membrane Pervaporation Systems for Wastewater Microirrigation

Publication: Journal of Environmental Engineering
Volume 132, Issue 9

Abstract

A mathematical model to predict the performance of a membrane pervaporation unit directly placed in the soil to reuse wastewater for agricultural microirrigation was presented. The model was formulated by combining the solution–diffusion and the resistance-in-series model for mass transport across the membrane thickness, the Richard’s equation for soil water movement and the van Genuchten function for soil hydraulic properties to predict the water permeate flux for different types of test soil over a wide range of process operating conditions. Its applicability was assessed by comparing to the experimental data collected using both hollow fiber (HF) bundles and corrugated sheets (CS) membrane modules made of a hydrophilic dense polymer. A good agreement was observed between the model predictions and the experimental measurements. Further analysis concluded that the water permeate flux were mainly controlled by the porosity, the particle-size distribution, and the residual water of the soil. The overall mass transfer resistances were estimated to be 1.2×1014 and 5.6×1013sPam for the HF and CS modules buried in loam soil, respectively, which are different from those measured in sweeping air pervaporation tests. The soil resistance for water transport was 7.1×1013sPam . It is believed that the model could be a valuable tool to refine the design and optimize the operation of the proposed membrane pervaporation system.

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References

Ayars, J. E., Phene, C. J., Hutmacher, R. B., Schoneman, R. A., Vail, S. S., and Mead, R. M. (1999). “Subsurface drip irrigation of row crops: A review of 15years of research at the Water Management Research Laboratory.” Agric. Water Manage., 42(1), 1–27.
Blizzard, W. E., and Boyer, J. S. (1980). “Comparative resistance of the soil and the plant to water transport.” Plant Physiol., 66(1), 809–814.
Böddeker, K. W. (1990). “Terminology in pervaporation.” J. Membr. Sci., 51(1), 259–272.
Evett, S. R. (2001). Time domain reflectometry (TDR) system manual. Documentation for the TAC. EXE program, USDA, Washington, D.C.
Haines, W. B. (1930). “The hysteresis effect in capillary properties and the modes of moisture distribution associated therewith.” J. Agric. Sci., 20(1), 96–105.
Healy, R. W. (1990). “Simulation of solute transport in variably saturated porous media with supplemental information on modifications to the U.S. Geological Survey’s Computer Program VS2D.” Water-Resources Investigations Rep. No. 90–4025, USGS, Denver.
Hillel, D. (1998). Environmental soil physics, Academic, Toronto.
Hills, D. J., Tajrishy, M. A., and Tchobanoglous, G. (2000). “The influence of filtration on ultraviolet disinfection of secondary effluent for microirrigation.” Trans. ASAE, 43(6), 1499–1505.
Hsieh, P. A., Wingle, W. L., and Healy, R. W. (2000). “VSDI—A graphical software package for simulating fluid flow and solute or energy transport in variably saturated porous media.” Water-Resources Investigations Rep No. 9 9–4130, USGS, Lakewood, Colo.
Klute, A. (1986). “Water retention: Laboratory methods.” Methods of soil analysis. Part 1: Agronomy and monograph no 9, A. Klute, ed., ASA/SSSA, Madison, Wis., 635–662.
Lappala, E. G., Healy, R. W., and Weeks, E. P. (1987). “Documentation of computer program VS2D to solve the equations of fluid flow in variably saturated porous media.” Water-Resources Investigations Rep. No. 83–4099, USGS, Denver.
Lipniski, F., Hausmanns, S., Ten, P.-K., Field, R. W., and Laufenberg, G. (1999). “Organiphilic pervaporation: Prospects and performance.” Chem. Eng. J., 73(1), 113–129.
Lipski, C., and Côtè, P. (1990). “The use of pervaporation for the removal of organic contaminants from water.” Environ. Prog., 9(4), 254–261.
Livingston, N. J. (1993). “Soil water potential.” Soil sampling and methods of analysis, M. R. Carler, ed., Canadian Society of Soil Science, Lewis, Toronto.
Mualem, Y. (1976). “A new model for predicting the hydraulic conductivity of unsaturated porous media.” Water Resour. Res., 12(1), 513–522.
Nguyen, Q. T., Germain, Y., Clement, R., and Hirata, Y. (2001). “Pervaporation, A novel technique for the measurements of vapor transmission rate of highly permeable films.” Polym. Test., 20(1), 901–911.
Peppas, N. A., and Moynihan, H. J. (1985). “A theoretical model was developed to describe solute transport through moderately swollen membranes.” J. Appl. Polym. Sci., 30(1), 2589–2606.
Perry, R. H., and Green, D. W. (1999). Perry’s chemical handbook, McGraw-Hill, New York.
Quiñones-Bolaños, E., Zhou, H., and Parkin, G. (2005a). “Membrane pervaporation for wastewater reuse in microirrigation.” J. Environ. Eng., 131(12), 1633–1643.
Quiñones-Bolaños, E., Zhou, H., Soundararajan, R., and Otten, L. (2005b). “Water and solute transport in hydrophilic pervaporation membranes to reclaim contaminated water for microirrigation.” J. Membr. Sci., 252(1), 19–28.
van Genuchten, M. T. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44(1), 892–898.
Yeom, C. K., and Lee, K.-H. (1997). “A study on desorption resistance in pervaporation of single component through dense membranes.” J. Appl. Polym. Sci., 63(1), 221–232.

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 132Issue 9September 2006
Pages: 1011 - 1018

History

Received: Feb 25, 2005
Accepted: Jan 12, 2006
Published online: Sep 1, 2006
Published in print: Sep 2006

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Authors

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Edgar Quiñones-Bolaños
Ph.D. Student, School of Engineering, Univ. of Guelph, Guelph, Ontario, Canada N1G 2W1; formerly, Facultad de Ciencias e Ingenieria, Univ. de Cartagena, Cartagena de Indias, Colombia.
Hongde Zhou [email protected]
Associate Professor, School of Engineering, Univ. of Guelph, Guelph, Ontario, Canada N1G 2W1 (corresponding author). E-mail: [email protected]

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