TECHNICAL PAPERS
Dec 1, 2007

ADCP Measurements of Gravity Currents in the Chicago River, Illinois

Publication: Journal of Hydraulic Engineering
Volume 133, Issue 12

Abstract

A unique set of observations of stratified flow phenomena in the Chicago River was made using an upward-looking acoustic Doppler current profiler (ADCP) during the period November 20, 2003 to February 1, 2004. Water density differences between the Chicago River and its North Branch (NB) seem to be responsible for the development of gravity currents. With the objective of characterizing the occurrence, frequency, and evolution of such currents, the ADCP was configured to continuously collect high-resolution water velocity and echo intensity profiles in the Chicago River at Columbus Drive. During the observation period, 28 gravity current events were identified, lasting a total of 77% of the time. Sixteen of these events were generated by underflows from the NB and 12 of these events were generated by overflows from the NB. On average, the duration of the underflow and overflow events was 52.3 and 42.1h , respectively. A detailed analysis of one underflow event, which started on January 7, 2004, and lasted about 65h , was performed. This is the first time that ADCP technology has been used to continuously monitor gravity currents in a river.

Get full access to this article

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

Acknowledgments

The research summarized in this paper was supported by both the U.S. Geological Survey (Office of Surface Water) and the Metropolitan Water Reclamation District of Greater Chicago (MWRDGC). Comments from Jim Best, P. Ryan Jackson, and Claudia Manriquez provided valuable insights for the data analysis.
Disclaimer. The use of trade, product, or firm names in this paper is for descriptive purposes only and does not imply endorsement by the U.S. Government.

References

Bombardelli, F. A., and García, M. H. (2001a). “Simulation of density currents in urban environments. Application to the Chicago River, Illinois.” Proc., 3rd. Int. Symp. on Environmental Hydraulics, IAHR, Tempe, Ariz.
Bombardelli, F. A., and García, M. H. (2001b). “Three-dimensional hydrodynamic modeling of density currents in the Chicago River, Illinois.” Civil Engineering Studies, Hydraulic Engineering Series No. 68, Ven Te Chow Hydrosystems Laboratory, Dept. of Civil and Environmental Engineering, University of Illinois at Urbana-Champaign, Urbana, Ill.
Ellison, T. H., and Turner, J. S. (1959). “Turbulent entrainment in stratified flows.” J. Fluid Mech., 6, 423–448.
Fernandez, R. L., and Imberger, J. (2006). “Bed roughness induced entrainment in a high Richardson number underflow.” J. Hydraul. Res., 44(6), 725–738.
García, M. H. (1994). “Depositional turbidity current laden with poorly-sorted sediment.” J. Hydraul. Eng., 120(11), 1240–1263.
García, M. H. (1996). Environmental hydrodynamics, Publications Center, Universidad Nacional del Litoral, Santa Fe, Argentina (in Spanish).
García, C. M., Cantero, M. I., Niño, Y., and García, M. H. (2005a). “Turbulence measurements with acoustic Doppler velocimeters.” J. Hydraul. Eng., 131(12), 1062–1073.
García, C. M., Manriquez, C. P., Oberg, K., and García, M. H. (2005b). “Density currents in the Chicago River, Illinois.” Proc., of the River Coastal and Estuarine Morphodynamics Conf., IAHR, Urbana, Ill.
Gartner, J. W. (2004). “Estimating suspended solids concentration from backscatter intensity measured by acoustic Doppler current profiler in San Francisco Bay, California.” Mar. Geol., 211(3–4), 169–187.
Hebbert, B., Patterson, J., Loh, I., and Imberger, J. (1979). “Collie River underflow into the Wellington reservoir.” J. Hydr. Div., 105(5), 533–545.
Manriquez, C. P., García, C. M., Jackson, P. R., and García, M. H. (2005). “Hydraulic model study of Chicago River density currents.” Civil engineering studies, hydraulic engineering series No. 77, Ven Te Chow Hydrosystems Laboratory, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, Ill.
Morlock, S. E., Nguyen, H. T., and Ross, J. H. (2002). “Feasibility of acoustic Doppler velocity meters for the production of discharge records from U.S. Geological Survey streamflow-gaging stations.” U.S. Geological Survey Water-Resources Investigation Rep. 01-4157, Indianapolis.
Parker, G., García, M. H., Fukushima, Y., and Yu, W. (1987). “Experiments on turbidity currents over an erodible bed.” J. Hydraul. Res., 25(1), 123–147.
Simpson, J. E. (1982). “Gravity currents in the laboratory, atmosphere, and ocean.” Annu. Rev. Fluid Mech., 14, 213–234.
Simpson, M. R. (2001). “Discharge measurements using a broad-band acoustic Doppler current profiler.” U.S. Geological Survey Open-file Rep. 01-01, http://pubs.usgs.gov/of/ofr0101/ (June 28, 2005).
Teledyne RD Instruments, Inc. (2001). Workhorse installation guide, P/N 957-6152-00, Teledyne RD Instruments, San Diego.
U.S. Army Corps of Engineers. (2005). “Code of Federal regulation, Title 33—Navigation and navigable waters, 33CFR207.420.” http://edocket.access.gpo.gov/cfr_2005/julqtr/pdf/33cfr207.420.pdf (May 1, 2006).

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 133Issue 12December 2007
Pages: 1356 - 1366

History

Received: May 15, 2006
Accepted: Jun 7, 2007
Published online: Dec 1, 2007
Published in print: Dec 2007

Permissions

Request permissions for this article.

Authors

Affiliations

Carlos M. García
Professor, Instituto Superior de Recursos Hídricos, Universidad Nacional de Córdoba, Av. Filloy s/n, Ciudad Universitaria, Córdoba, Argentina (corresponding author). E-mail: [email protected]
Kevin Oberg
Hydrologist, U.S. Geological Survey, Office of Surface Water, 1201 W. University Ave., Urbana, IL 61801. E-mail: [email protected]
Marcelo H. García
Chester and Helen Siess Professor, and Director, Ven Te Chow Hydrosystems Laboratory, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801. 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