Performance Prediction of Evapotranspiration (ET) Cover from Field Monitoring Results
Publication: Geo-Congress 2023
ABSTRACT
The use of water balance (WB) covers in landfills increased over the last decade because of its enhanced performance and low cost of construction. This type of cover system consists of a vegetated soil layer and a storage layer that stores precipitation until the stored water is either evaporated from the soil surface or transpired through vegetation. Water balance covers rely on the storage capacity of the soil layer, rather than the low permeability of the soil, to minimize percolation. The storage capacity of the soil largely depends on the cover thickness and the unsaturated soil properties of the cover soil. On top of that, the local climatic condition also affects the design of cover thickness. The objective of this study was to analyze the water balance components of the WB cover system and execute a performance prediction evaluation based on field monitoring results. To pursue the objective, six large-scale test sections (lysimeters) were constructed side-by-side with locally available fine-grained soil (CH), followed by field instrumentation including moisture and temperature sensors, tensiometers, dosing siphon, and a weather station at the city of Denton municipal solid waste landfill, Texas. From the field monitoring results, the required soil water storage (SR) was determined. The results showed that percolation decreases with increasing cover thickness, and cover thickness is significantly influenced by the distribution of precipitation and the unsaturated properties of the cover soil. Based on the field monitoring results and laboratory investigation of the soil, the cover thickness varied approximately between 1,160 mm (3.8 ft) and 1,700 mm (5.6 ft) for widespread annual percolation for the covers constructed with fine-grained soil.
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REFERENCES
Alam, M. J. (2017). Evaluation of Plant Root on the Performance of Evapotranspiration Cover Systems. Doctoral Thesis, University of Texas at Arlington, Texas, USA.
Alam, M. J. B., DeVries, B., Rahman, N., and Hossain, M. S. (2019, March). Field Hydrologic Performance of Water Balance Cover in North Texas. In Geo-Congress 2019 (pp. 95–104). Reston, VA: American Society of Civil Engineers.
Alam, M. J. B., Rahman, N., Seraj, F., and Hossain, M. S. Monitoring and Evaluation of Evapotranspiration of Water Balance Cover. In IFCEE 2021 (pp. 169–178).
Alam, M. J. B., Ahmed, A., Hossain, M. S., and Rahman, N. (2021). Estimation of percolation of water balance cover using field-scale unsaturated soil parameter. In MATEC Web of Conferences (Vol. 337, p. 04005). EDP Sciences.
Albright, W. H., Benson, C. H., Gee, G. W., Roesler, A. C., Abichou, T., Apiwantragoon, P., and Rock, S. A. (2004). “Field water balance of landfill final covers”, J. of Environmental Quality, 33(6): 2317–2332.
Albright, W. H., Benson, C. H., and Waugh, W. J. (2010). Water Balance Covers for Waste Containment, Principles and Practice, American Society of Civil Engineers, ASCE Press, Reston, Virginia.
Allen, R. G., Pereira, L. S., Raes, D., and Smith, M. (1998). Crop evapotranspiration-Guidelines for computing crop water requirements-FAO Irrigation and drainage paper 56. Fao, Rome, 300(9), D05109.
Apiwantragoon, P. (2007). Field Hydrologic Evaluation of Final Covers for Waste Containment, Ph.D. Dissertation, University of Wisconsin, Madison, WI.
Benson, C. H., and Khire, M. V. (1995). “Earthen covers for semi-arid and arid climates.” Proc., Landfill Closures: Environmental Protection and Land Recovery, Geotechnical special publication 53, J. Dunn and U. Singh, eds., ASCE, New York, 201–217.
Benson, C., Abichou, T., Albright, W., Gee, G., and Roesler, A. (2001). “Field evaluation of alternative earthen final covers”, International J. of Phytoremediation, 3(1): 105–127.
Benson, C. H., Albright, W. H., Roesler, A. C., and Abichou, T. (2002). “Evaluation of final cover performance: field data from the alternative cover assessment program (ACAP).” Proc. Waste Management, 2: 1–15.
Benson, C. H., and Bareither, C. A. (2012). “Designing water balance covers for sustainable waste containment: Transitioning state of the art to state of the practice.” Proc., GeoCongress 2012: State of the Art and Practice in Geotechnical Engineering, Geotechnical special publication 226, K. Rollins and D. Zekkos, eds., ASCE, Reston, VA, 1–33.
Hauser, V. L. (2009). Evapotranspiration Covers for Landfills and Waste Sites. CRC Press, Boca Raton, FL.
Khire, M., Benson, C., and Bosscher, P. (2000). “Capillary Barriers: Design Variables and Water Balance.” J. Geotech. Geoenviron. Eng., 126(8), 695–708.
Khire, M. V., Meerdink, J., Benson, C. H., and Bosscher, P. (1995). “Unsaturated hydraulic conductivity and water balance predictions for earthen landfill final covers.” Soil Suction Applications in Geotechnical Engineering Practice, W. Wray and S. Houston, eds., ASCE, New York, 38–57.
McGuire, P. E., Andraski, B. J., and Archibald, R. E. (2009). Case study of a full-scale evapotranspiration cover. J Geotech Geoenviron Eng 135(3):316–332.
van Genuchten, M. (1980). “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils.” Soil Sci. Soc. Am. J., 44, 892–898.
TCEQ (Texas Commission on Environmental Quality). (2017). “Guidance for Requesting a Water Balance (WB) Alternative Final Cover for a Municipal Solid Waste Landfill.”.
USEPA. (2003). Evapotranspiration landfill cover systems fact sheet. EPA 542-F-03-015, Office of Solid Waste and Emergency Response, U.S. Environmental Protection Agency, Cincinnati.
USEPA. (2011). Fact sheet on evapotranspiration cover systems for waste containment, February.
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Published online: Mar 23, 2023
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