TECHNICAL PAPERS
Nov 15, 2004

Prediction of Gradation-Based Heavy Metal Mass Using Granulometric Indices of Snowmelt Particles

Publication: Journal of Environmental Engineering
Volume 130, Issue 12

Abstract

Urban activities, infrastructure, transportation, and vehicle/infrastructure interactions are sources of metals and particulates in the built environment. These constituents are dry deposited in surrounding aqueous, soil, or snow environments on a continual basis, wet deposited during rainfall–runoff or snowmelt events, and partition between dissolved, colloidal, and particulate phases. Once transported into the porous matrix of snow, particulates, and metals may remain in the matrix for residence times measured in days, potentially resulting in metal partitioning to the particulate-bound phase. This study examined snowmelt particulate (granulometric) and metal data from 10 similar urban land use sites separated by 26km. Results indicate a power-law relationship between granulometric indices [mass or surface area (SA)] and particulate-bound metal mass can be established for particulates of similar granulometry, land-use conditions, loadings, and exposure. Power law models (PLMs) were developed to relate granulometric mass, particle number density, total SA and particulate-bound metal mass as a function of the sediment (>75μm) and settleable (75-25μm) size gradation from 4750+to25μm. Results indicate that a calibrated and physically based cumulative PLM, MMe=α(X/R)β can predict metal mass (MMe) from granulometric mass (X) or from SA, for a specific metal. Formulation of a predictive relationship is advantageous given the relative economy of measuring granulometric indices, from which calibrated relationships between mass and particulate-bound metal mass can be established, as compared to the expense of conventional measurement of metal mass across the size gradation. The study was further motivated based on the potential application of a PLM as a predictive tool utilized with structural controls such as particle-separation unit operations, nonstructural source controls, and mass trading or mass offsetting protocols designed to target portions of the particulate gradation where the predominance of the metal mass is associated.

Get full access to this article

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

References

1.
American Society for Testing and Materials (ASTM). 1990). “Standard Test Method for Particle-Size Analysis of Soils.” D-422-63 Annual book of standards, ASTM, Philadelphia, Vol. 04.08, 10–16.
2.
American Society for Testing and Materials (ASTM). ( 1994). “Standard Test Method for Specific Gravity of Soil Solids by Gas Pycnometer.” D-5550-94 Annual book of standards, ASTM, Philadelphia, Vol. 04.08, 376–379.
3.
Bader, H. (1970). “The hyperbolic distribution of particle sizes.” J. Geophys. Res., 75(15), 2822–2830.
4.
Cristina, C. M., Tramonte, J. C., and Sansalone, J. J. (2002). “A granulometry-based selection methodology for separation of traffic-generated particles in urban highway snowmelt runoff.” J. Water, Air, Soil Pollut., 136, 33–53.
5.
Glenn, D. W., and Sansalone, J. J. (2002). “Accretion and partitioning of heavy metals associated with snow exposed to urban traffic and winter storm maintenance activities. II.” J. Environ. Eng., 128(2), 167–185.
6.
Grottker, M. (1987). “Runoff quality from a street with medium traffic loading.” Sci. Total Environ., 59, 457–466.
7.
Kobriger, N.P., and Geinopolos, A. ( 1984). “Sources and migration of highway runoff pollutants—Research report.” Volume III. Rep. No. FHWA/RD-84/059 (PB86-227915), Federal Highway Administration, U.S. Department of Transportation, Washington, D.C., 358.
8.
Malcom, H.R. ( 1989). “Elements of urban storm water design.” North Carolina State Univ., Raleigh, N.C., 89.
9.
McDowell-Boyer, L. M., Hunt, J. R., and Sitar, N. (1986). “Particle transport through porous media.” Water Resour. Res., 22(13), 1901–1921.
10.
Pratt, C. J., Elliot, G. E., and Fulcher, G. A. (1987). “Suspended solids discharge from highway gully pots in residential catchments.” Sci. Total Environ., 59, 355–364
11.
Sansalone, J. J., Koran, J. M., Smithson, J. A., and Buchberger, S. G. (1998). “Physical characteristics of urban roadway solids transported during rain events.” J. Environ. Eng., 124(5), 427–440.
12.
Sansalone, J. J., and Glenn, D. W., III. (2002). “Accretion of pollutants in roadway snow exposed to urban traffic and winter storm maintenance activities. I.” J. Environ. Eng., 128(2), 151–166.
13.
Sansalone, J. J., and Glenn, D. W. (2003). “Physical and chemical characteristics of urban roadway snow residuals generated from traffic activities.” J. Water, Air, Soil Pollut., 148(1–4), 46–61.
14.
Schwertmann, U., and Cornell, R.M. ( 1991). Iron oxides in the laboratory, VCH, Weinheim, Germany, 137.
15.
Thomann, R., and Mueller, J. ( 1987). Principles of surface water quality modeling and control, Harper and Row, New York, 1–64.
16.
United States Environmental Protection Agency (USEPA). ( 1990). “Test methods for evaluating solid waste, physical/chemical methods.” SW-846 3rd Final Update, Washington, D.C., 312.
17.
Viessmann, W., and Hammer, M. ( 1993). Water supply and pollution control, Harper Collins College Publishers, New York, 860.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 130Issue 12December 2004
Pages: 1488 - 1497

History

Published online: Nov 15, 2004
Published in print: Dec 2004

Permissions

Request permissions for this article.

Authors

Affiliations

John J. Sansalone, M.ASCE
Associate Professor, Civil and Environmental Engineering, 3502 CEBA Building, Louisiana State Univ., Baton Rouge, LA 70803-6405 (corresponding author). E-mail: [email protected]
Chad M. Cristina, M.ASCE
Doctoral Researcher, Civil and Environmental Engineering, Louisiana State Univ., Baton Rough, LA 70803-6405

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