TECHNICAL NOTES
Nov 1, 1995

Storm-Water Infiltration for Peak-Flow Control

Publication: Journal of Irrigation and Drainage Engineering
Volume 121, Issue 6

Abstract

The feasibility of off-line storm-water infiltration specifically for the reduction of peak rates of storm-water discharge are analytically evaluated. Hydrograph routings are applied to a range of possible conditions and to a trial site to compare the requirements and hydrologic effects of off-line infiltration, on-line infiltration, and detention. Off-line infiltration required much less basin capacity than either of the other methods for a given degree of peak-flow control. These results encourage the use of this approach for peak-flow control where on-line infiltration is not feasible for this purpose. However, off-line infiltration has little effect on flow duration and only a moderate effect on flow volume; it would have little effect on water quality. On-line infiltration is a more complete solution to these problems where it is feasible.

Get full access to this article

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

References

1.
Ferguson, B. K. (1994). Stormwater infiltration, CRC Press, Boca Raton, Fla.
2.
Ferguson, B. K. (1995). “Downstream hydrographic effects of urban stormwater detention and infiltration.”Proc., 1995 Georgia Water Resour. Conf., K. J. Hatcher, ed., Univ. of Georgia Carl Vinson Inst. of Govt., Athens, 128–131.
3.
Ferguson, B. K., and Deak, T.(1994). “Role of urban storm-flow volume in local drainage problems.”J. Water Resour. Plng. and Mgmt., 120(4), 523–530.
4.
McCuen, R. H., and Moglen, G. E.(1988). “Multicriterion stormwater management methods.”J. Water Resour. Plng. and Mgmt., 114(4), 414–431.
5.
U.S. Soil Conservation Service. (1972). “Hydrology.”National engineering handbook, Washington, D.C.
6.
U.S. Soil Conservation Service. (1986). “Urban hydrology for small watersheds.”Tech. Release 55, Washington, D.C.
7.
Wanielista, M. P., and Yousef, Y. A. (1993). Stormwater management . John Wiley & Sons, Inc., New York, N.Y.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 121Issue 6November 1995
Pages: 463 - 466

History

Published online: Nov 1, 1995
Published in print: Nov 1995

Permissions

Request permissions for this article.

Authors

Affiliations

Bruce K. Ferguson
Prof., School of Envir. Des., 609 Caldwell Hall, Univ. of Georgia, Athens, GA 30602-1845.

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