Abstract

The objective of this study is to compare the hydrology of prescriptive and water balance cover designs for Larimer County Landfill in Colorado via hydrologic models parameterized from laboratory-measured testing of undisturbed and remolded landfill soils. A prescriptive cover is designed to limit percolation into underlying waste via a low-permeability layer, whereas a water balance cover is designed to limit percolation via storing infiltrated precipitation and subsequently releasing the water through evaporation and transpiration. Soil characteristics and engineering properties were determined for an existing prescriptive closure cover and two borrow areas. Hydrologic modeling was completed using commercially available software to predict percolation through the prescriptive and water balance covers. The wettest 10 consecutive years on record with a complete meteorological data set (1992–2001) were selected for the analysis. Predicted percolation through a prescriptive cover was <0.1  mm/year, and evaporation was the main mechanism for removing water from the cover profile. Predicted percolation in the water balance cover models ranged from 4.9 to 13.2  mm/year depending on borrow area soil, cover thickness, and vegetation parameters. Transpiration was the main mechanism for removing water from the water balance cover models.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request. All soil testing data and model output data are available upon request. The hydrologic model code is commercially available via GEOSLOPE.

Acknowledgments

The opinions, findings, conclusions, or recommendations expressed herein are those of the authors and do not necessarily represent the views of Larimer County Landfill or Colorado State University. The authors are grateful to Larimer County Landfill for allowing the research to be conducted at their facility.

References

Albrecht, B. A., and C. H. Benson. 2001. “Effect of desiccation on compacted natural clays.” J. Geotech. Geoenviron. Eng. 127 (1): 67–75. https://doi.org/10.1061/(ASCE)1090-0241(2001)127:1(67).
Albright, W. H., C. H. Benson, G. W. Gee, A. C. Roesler, T. Abichou, P. Apiwantragoon, B. F. Lyles, and S. A. Rock. 2004. “Field water balance of landfill final covers.” J. Environ. Qual. 33 (6): 2317–2332. https://doi.org/10.2134/jeq2004.2317.
Albright, W. H., C. H. Benson, and W. J. Waugh. 2010. Water balance covers for waste containment, principles and practice. Reston, VA: ASCE.
ASTM. 2007. Standard test method for particle-size analysis of soils (withdrawn 2016). D422-63(2007)e2. West Conshohocken, PA: ASTM.
ASTM. 2012. Standard test methods for laboratory compaction characteristics of soil using standard effort (12400 ft-lbf/ft3 (600 kN-m/m3)). D698-12e2. West Conshohocken, PA: ASTM.
ASTM. 2014. Standard test methods for specific gravity of soil solids by water pycnometer. D854-14. West Conshohocken, PA: ASTM.
ASTM. 2016a. Standard test methods for determination of the soil water characteristic curve for desorption using hanging column, pressure extractor, chilled mirror hygrometer, or centrifuge. ASTM. West Conshohocken, PA: ASTM.
ASTM. 2016b. Standard test methods for measurement of hydraulic conductivity of saturated porous materials using a flexible wall permeameter. ASTM. West Conshohocken, PA: ASTM.
ASTM. 2017a. Standard practice for classification of soils for engineering purposes (unified soil classification system). D2487-17e1. West Conshohocken, PA: ASTM.
ASTM. 2017b. Standard test methods for liquid limit, plastic limit, and plasticity index of soils. D4318-17e1. West Conshohocken, PA: ASTM.
ASTM. 2018. Standard practices for obtaining intact block (cubical and cylindrical) samples of soils. D7015/D7015M-18. West Conshohocken, PA: ASTM.
ASTM. 2019. Standard test methods for laboratory determination of water (moisture) content of soil and rock by mass. D2216-19. West Conshohocken, PA: ASTM.
Bareither, C. A., J. C. Foley, and C. H. Benson. 2016. “Using surrogate meteorological data to predict the hydrology of a water balance cover.” J. Geotech. Geoenviron. Eng. 142 (4): 04015092 https://doi.org/10.1061/(ASCE)GT.1943-5606.0001437.
Barnswell, K. D., and D. F. Dwyer. 2012. “Two-year performance by evapotranspiration covers for municipal solid waste landfills in northwest Ohio.” Waste Manage. (Oxford) 32 (12): 2336–2341. https://doi.org/10.1016/j.wasman.2012.07.014.
Benson, C. H., and C. A. Bareither. 2012. “Designing water balance covers for sustainable waste containment: Transitioning state-of-the-art to state-of-the-practice.” In Geotechnical engineering state of the art and practice: Keynote lectures from Geocongress 2012, 1–33. Reston, VA: ASCE.
Benson, C. H., D. E. Daniel, and G. P. Boutwell. 1999. “Field performance of compacted clay liners.” J. Geotech. Geoenviron. Eng. 125 (5): 390–403. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:5(390).
Benson, C. H., A. Sawangsuriya, B. Trzebiatowski, and W. H. Albright. 2007. “Postconstruction changes in the hydraulic properties of water balance cover soils.” J. Geotech. Geoenviron. Eng. 133 (4): 349–359. https://doi.org/10.1061/(ASCE)1090-0241(2007)133:4(349).
Bohnhoff, G. L., A. S. Ogorzalek, C. H. Benson, C. D. Shackelford, and P. Apiwantragoon. 2009. “Field data and water-balance predictions for a monolithic cover in a semiarid climate.” J. Geotech. Geoenviron. Eng. 135 (3): 333–348. https://doi.org/10.1061/(ASCE)1090-0241(2009)135:3(333).
Buol, S., F. Hole, R. McCracken, and R. Southard. 1997. Soil genesis and classification. 4th ed. Ames, Iowa: Iowa State University Press.
CDPHE (Colorado Department of Public Health and Environment). 2013. “Final guidance document, water balance covers in Colorado.” In Hazardous materials and waste management division. Denver: CDPHE.
CSU (Colorado State University). 2017. “Fort Collins weather station data access.” Accessed June 1, 2017. https://ccc.atmos.colostate.edu/∼autowx/fclwx_access.php.
Daniel, D. E. 1994. State-of-the-art: Laboratory hydraulic conductivity tests for saturated soils. West Conshohocken, PA: ASTM.
Dwyer, S. 1998. “Alternative landfill covers pass the test.” Civ. Eng. 68 (9): 30–52.
Dwyer, S. F., and B. Reavis. 2002. “Water balance performance of final landfill covers in an arid climate.” In Proc., WM Symposia 2002 Conf., 24–28. Tucson, AZ: Arizona Board of Regents.
GEO-SLOPE International. 2016. Vadose zone modeling with VADOSE/W, an engineering methodology. Calgary, Canada: GEO-SLOPE International.
Hauser, V. L., B. L. Weand, and M. D. Gill. 2001. “Natural covers for landfills and buried waste.” J. Environ. Eng. 127 (9): 768–775. https://doi.org/10.1061/(ASCE)0733-9372(2001)127:9(768).
Khire, M. V., C. H. Benson, and P. J. Bosscher. 1997. “Water balance modeling of earthen final covers.” J. Geotech. Geoenviron. Eng. 123 (8): 744–754. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:8(744).
Khire, M. V., C. H. Benson, and P. J. Bosscher. 1999. “Field data from a capillary barrier and model predictions with UNSAT-H.” J. Geotech. Geoenviron. Eng. 125 (6): 518–527. https://doi.org/10.1061/(ASCE)1090-0241(1999)125:6(518).
Malusis, M., and C. Benson. 2006. “Lysimeters versus water-content sensors for performance monitoring of alternative earthen final covers.” Unsaturated Soils 147 (1): 741–752. https://doi.org/10.1061/40802(189)58.
McCartney, J. S., and J. G. Zornberg. 2006. “Decision analysis for design of evapotranspirative landfill covers.” In Proc., 4th Int. Conf. on Unsaturated Soils, 694–705. Reston, VA: ASCE.
Melchior, S. 1997. “In-situ studies of the performance of landfill caps (compacted clay liners, geomembranes, geosynthetic clay liners, capillary barriers).” Land Contam. Reclam. 5 (3): 209–216.
Melchior, S., V. Sokollek, K. Berger, B. Vielhaber, and B. Steinert. 2010. “Results from 18 years of in situ performance testing of landfill cover systems in Germany.” J. Environ. Eng. 136 (8): 815–823. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000200.
Nyhan, J., T. Schofield, and R. Starmer. 1997. “A water balance study of four landfill cover designs varying in slope for semiarid regions.” J. Environ. Qual. 26 (5): 1385–1392. https://doi.org/10.2134/jeq1997.00472425002600050026x.
Othman, M. A., and C. H. Benson. 1992. “Effect of freeze-thaw on the hydraulic conductivity and morphology of compacted clay.” Can. Geotech. J. 30 (2): 236–246. https://doi.org/10.1139/t93-020.
Richards, L. A. 1931. “Capillary conduction of liquids through porous mediums.” Physics 1 (5): 318–333. https://doi.org/10.1063/1.1745010.
Sadek, S., S. Ghanimeh, and M. El-Fadel. 2007. “Predicted performance of clay-barrier landfill covers in arid and semi-arid environments.” Waste Manage 27 (4): 572–583. https://doi.org/10.1016/j.wasman.2006.06.008.
Scalia, J. J., IV., C. H. Benson, W. H. Albright, B. S. Smith, and X. Wang. 2017. “Properties of barrier components in a composite cover after 14 years of service and differential settlement.” J. Geotech. Geoenviron. Eng. 143 (9): 04017055. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001744.
Tinjum, J. M., C. H. Benson, and L. R. Blotz. 1997. “Soil-water characteristic curves for compacted clays.” J. Geotech. Geoenviron. Eng. 123 (11): 1060–1069. https://doi.org/10.1061/(ASCE)1090-0241(1997)123:11(1060).
USDA (United States Department of Agriculture). 2008. ROSETTA model lite version 1.1. Washington, DC: USDA.
Van Genuchten, M. T. 1980. “A closed-form equation for predicting the hydraulic conductivity of unsaturated soils 1.” Soil Sci. Soc. Am. J. 44 (5): 892–898. https://doi.org/10.2136/sssaj1980.03615995004400050002x.
Wilson, G. W. 1990. “Soil evaporative fluxes for geotechnical engineering problems.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of Saskatchewan.
Wilson, G. W., D. G. Fredlund, and S. L. Barbour. 1994. “Coupled soil–atmosphere modeling for soil evaporation.” Can. Geotech. J. 31 (2): 151–161. https://doi.org/10.1139/t94-021.
Zornberg, J. G., L. LaFountain, and J. A. Caldwell. 2003. “Analysis and design of evapotranspirative cover for hazardous waste landfill.” J. Geotech. Geoenviron. Eng. 6 (427): 427–438. https://doi.org/10.1061/(ASCE)1090-0241(2003)129:6(427).
Zornberg, J. G., and J. S. McCartney. 2005. “Evaluation of evapotranspiration from alternative landfill covers at the rocky mountain arsenal.” In Proc., Int. Symp. on Advanced Experimental Unsaturated Soil Mechanics, 27–29. Rotterdam, Netherlands: A.A. Balkema.
Zornberg, J. G., and J. S. McCartney. 2006. “Evapotranspirative cover systems for waste containment.” In The handbook of groundwater engineering, edited by J. W. Delleur, 2nd ed. Boca Raton, FL: CRC Press.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 146Issue 7July 2020

History

Received: Apr 3, 2019
Accepted: Jan 14, 2020
Published online: Apr 29, 2020
Published in print: Jul 1, 2020
Discussion open until: Sep 29, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

Caleb Stock, M.ASCE [email protected]
Project Geotechnical Engineer, Tetra Tech, 3801 Automation Way, Fort Collins, CO 80525. Email: [email protected]
Mohammad H. Gorakhki, S.M.ASCE [email protected]
Geotechnical Engineer, Barr Engineering, 4300 MarketPointe Dr., Suite 200, Minneapolis, MN 55435. Email: [email protected]
Associate Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). ORCID: https://orcid.org/0000-0003-3427-4344. Email: [email protected]
Joseph Scalia, M.ASCE [email protected]
Assistant Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share