TECHNICAL PAPERS
Nov 16, 2010

Quick Surface Infiltration Test to Assess Maintenance Needs on Small Pervious Concrete Sites

Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 8

Abstract

In this paper, a quick surface infiltration test is presented for assessment of pervious concrete (PC) maintenance needs on small sites. Tests were conducted on PC sidewalk sections at Auburn University in Auburn, Alabama. Performance of a quick field infiltration test (QFIT) was compared with a modified double ring infiltrometer test (MDRIT). The more sensitive MDRIT results were used in the second part of the study to evaluate the effectiveness of two low-cost PC maintenance practices: (1) pressure washing and (2) pressure washing with power blowing. Results indicate both maintenance practices improved PC sidewalk infiltration rates an average 20-fold, with an almost 200-fold increase observed on sites cleaned by combined pressure washing and power blowing. Because the QFIT method can assess whether the PC pavement surface infiltration rate (SIR) is above or below 500cmh-1, this rapid, low-cost test can be recommended as an option for small-scale property owners to assess the need for pervious pavement cleaning relative to new unclogged pavement.

Get full access to this article

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

Acknowledgments

Ms. Danita Smith, Mr. Ryan Prestwood, and other staff members of the Auburn University Donald E. Davis Arboretum provided timely assistance for this study. Auburn University Facilities Division provided materials and supplies. Mr. Eddie Zedaker, Ms. Kaye Jernigan, and Mr. Matthew Cawthon provided assistance with laboratory testing.

References

Arbhabhirama, A., and Dinoy, A. (1973). “Fiction factor and Reynolds number in porous media flow.” J. Hydraul. Div., 99(6), 901–911.
Arnold, C. L., Jr., and Gibbons, C. J. (1996). “Impervious surface coverage: The emergence of a key environmental indicator.” J. Am. Plann. Assoc., 62, 2, 243–258.
ASTM (2003). “Standard test method for infiltration rate of soils in field using double-ring infiltrometer.” D3385, West Conshohocken, PA.
ASTM. (2008). “Standard specification for concrete aggregates.” C33M—08, West Conshohocken, PA.
Balades, J. D., Legret, M., and Madiec, H. (1995). “Permeable pavements: Pollution management tools.” Water Sci. Technol., 32(1), 49–56.
Bean, E. Z., Hunt, W. F., and Bidelspach, D. A. (2007). “Field survey of permeable pavement surface infiltration rates.” J. Irrig. Drain Eng., 133(3), 249–255.
Booth, D., and Reinelt, L. (1993). “Consequences of urbanization on aquatic systems-measured effects, degradation thresholds, and corrective strategies.” Proc., Watershed 93: A national conference on watershed management, Environmental Protection Agency, Alexandria, VA., 545–550.
Booth, D. B., and Leavitt, J. (1999). “Field evaluation of permeable pavement systems for improved stormwater management.” J. Am. Plan. Assn., 65(3), 314–325.
Brattebo, B. O., and Booth, D. B. (2003). “Long-term stormwater quantity and quality performance of permeable pavement systems.” Water Res., 37(18), 4369–4376.
Burcharth, H. F., and Andersen, O. H. (1995). “On the one-dimensional steady and unsteady porous flow equations.Coastal Eng., 24(3–4), 233–257.
Burton, G. A., and Pitt, R. (2001). Stormwater effects handbook: A toolbox for watershed managers, scientists, and engineers, Lewis Publishers, Boca Raton, FL.
Centro de Estudios y Experimentación de Obras Públicas (CEDEX). (2000). “Permeabilidad in situ de pavimentos drenantes con el permeametro LCS.” NLT–327/00, Direccion General de Carreteras, Madrid, Spain (in Spanish).
Comite, J., Sabiri, N. E., and Montillet, A. (2000). “Experimental charterization of flow regimes in various porous media—III: Limit of Darcy’s or creeping flow regime for Newtonian and purely viscous non-Newtonian fluids.” Chem. Eng. Sci., 55, 3057–3061.
Correll, D. L., Jordan, T. E., and Weller, D. E. (1999). “Precipitation effects on sediment and associated nutrient discharges from Rhode River watersheds.” J. Environ. Qual., 28(6), 1897–1907.
Darcy, H. (1856). “Dètermination des lois d’ècoulement de l’eau à travers le sable.”Les fontaines publiques de la Ville de Dijon. Victor Dalmont, Paris (in French).
Dietz, M. E. (2007). “Low impact development practices: A review of current research and recommendation for future directions.” Water, Air, & Soil Pollution, 186(1–4), 351–363.
Dougherty, M., Dymond, R. L., Grizzard, T. J., Godrej, A. N., Zipper, C. E., and Randolph, J. (2007). “Quantifying long-term hydrologic response in an urbanizing watershed.” J. Hydrol. Eng., 12(1), 33–41.
Dougherty, M., Dymond, R. L., Grizzard, T. J., Godrej, A. N., Zipper, C. E., and Randolph, J. (2006a). “Quantifying long-term NPS pollutant flux in an urbanizing watershed.” J. Environ. Eng., 132(4), 547–554.
Dougherty, M., et al. (2006b). “Empirical modeling of hydrologic and NPS pollutant flux in an urbanizing basin.” J. Am. Water Resour. Assoc., 42(5), 1405–1419.
Dybbs, A., and Edwards, R. V. (1984). “A new look at porous media fluid mechanics Darcy to turbulent.” In Fundamentals of transport phenomena in porous media, Bear, J. and Y. Corapcioglu, eds., Martinus Nishoff, Dordrecht, 199–256.
European Standard. (2005). “Bituminous mixtures. Test methods for hot mix asphalt. Part 40: In situ drainability.” ICS 93.080.20, EN 12697–40.
Ferguson, B. K. (2005). Porous pavements, CRC, Boca Raton, FL.
Ferguson, B. (2009). “Porous pavements Q&A.” Stormwater, 10(6).
Fernández-Barrera, A. H., Castro-Fresno, D., Rodríguez-Hernández, J., and Calzada-Pérez, M. A. (2008). “Infiltration capacity assessment of urban pavements using the LCS permeameter and the CP infiltrometer.” J. Irrig. Drain Eng., 134(5), 659–665.
Gerrits, C., and James, W. (2002). “Restoration of infiltration capacity of permeable pavers.” Proc., 9th Int. Conf. on Urban Drainage, ASCE, Portland, OR.
Gupta, R. S. (1995). Hydrology and hydraulic systems, Waveland, Prospect Heights, IL, 383.
Haith, D. A., and Shoemaker, L. L. (1987). “Generalized watershed loading functions for stream flow nutrients.” J. Am. Water Resour. Assoc., 23471–478.
Hein, M., and Schindler, A. (2006). “Learning pervious: Concrete collaboration on a university campus.” Proc., 2006 NRMCA Concrete Technology Forum: Focus on Pervious Concrete (CD-ROM), National Ready Mixed Concrete Association, Silver Springs, MD.
Jordan, T. E., Pierce, J. W., and Correll, D. L. (1986). “Flux of particulate matter in the tidal marshes and subtidal shallows of the Rhode River estuary.” Estuaries, 9, 310–319.
Kronvang, B. (1992). “The export of particulate matter, particulate phosphorus and soluble phosphorus from two agricultural river basins: Implications on estimating the non-point phosphorus load.” Water Resour., 26, 1347–1358.
Laenen, A. (1983). “Storm runoff as related to urbanization based on data collected in Salem and Portland and generalized for the Willamette Valley, Oregon.” 83–4143, U.S. Geol. Surv., Water Resources Division, Washington, DC
.
LeFevre, J. (2007). “Pervious concrete is popular concrete.” NRMCA publication, 6(2), 45–48.
Montes, F., and Haselbach, L. (2006). “Measuring hydraulic conductivity in pervious concrete.” Environ. Eng. Sci., 23(6), 960–969.
Omernik, J. M. (1976). “The influence of land use on stream nutrient levels.”Rep. EPA-600/3-76-014, U.S. Environmental Protection Agency, Office of Research and Development, Corvallis Environmental Research Laboratory, Corvallis, OR.
Osborne, L. L., and Wiley, M. J. (1988). “Empirical relationships between land use/cover and stream water quality in an agricultural watershed.” J. Environ. Manage., 26, 9–27.
Philip, J. R. (1959). “The early stages of absorption and infiltration.” Soil Sci., 88, 91–97.
Richards, L. A. (1931). “Capillary conduction of liquids through porous mediums.” J. Appl. Phys., 1(5), 318–333.
Scheidegger, A. E. (1960). The physics of plow through porous media, Macmillan, New York, 313.
Schueler, T. R. (1994). “The importance of imperviousness.” Watershed Prot. Tech., 1(3), 100–111.
Smedema, L. K., and Rycroft, D. W. (1983). Land drainage: Planning and design of agricultural drainage systems, Cornell University, Ithaca, NY, 376.
Tennis, Paul D., Leming, Michael L., Akers, David J. (2004). Pervious concrete pavements, Portland Cement Association, Skokie, IL, 28.
Traver, R. G., Welker, A. L., Horst, M., Vanacore, M., Braga, A., and Kob, L. (2005). “Lessons in porous concrete.” Stormwater, 30–45.
Environmental Protection Agency (EPA) (1980). “Porous pavement Phase I—Design and operational criteria.” EPA-600/2-80-135, NTIS# PB81104796, Municipal Environmental Research Laboratory, Cincinnati.
Youngs, E. G. (1995). “Developments in the physics of infiltration.” Soil Sci. Soc. Am. J., 59, 307–313.
Wanielista, M., and Chopra, M. (2007). “Performance assessment of Portland Cement pervious pavement: Report 4 of 4: Performance assessment of a pervious concrete pavement used as a shoulder for an interstate rest area parking lot.” FDOT Project BD 521–02, Stormwater Management Academy, Univ. of Central Florida, Orlando, FL.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 137Issue 8August 2011
Pages: 553 - 563

History

Received: Sep 2, 2009
Accepted: Nov 12, 2010
Published online: Nov 16, 2010
Published in print: Aug 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Mark Dougherty [email protected]
P.E.
Associate Professor, 203 Corley Bldg., Biosystems Engineering, Auburn Univ., Auburn, AL (corresponding author). E-mail: [email protected]
Michael Hein, M.ASCE [email protected]
P.E.
Professor, 118 M. Miller Gorrie Center, McWhorter School of Building Science, Auburn Univ., Auburn, AL. E-mail: [email protected]
Brent A. Martina
Formerly Graduate Student, McWhorter School of Building Science, Auburn Univ., Auburn, AL.
Bruce K. Ferguson [email protected]
Professor, 609 Caldwell Hall, School of Environmental Design, Univ. of Georgia, Athens, GA. E-mail: [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.

Cited by

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