ABSTRACT

An analytical method is commonly used to design relief well systems by assuming the well line extends an infinite distance parallel to the dam or levee. This assumption may be met in some cases, but when a well line is of finite length, this can severely underestimate excess heads. Although these consequences have been historically recognized, a practical graph-based analytical approach for finite well line design has not been developed. Finite well lines exist and continue to be installed at many locations, so this study developed a practical design method for such systems. Analytical solutions and numerical models were used to improve understanding of the performance of partial and full penetration finite well systems. Performance was found to be dependent on well system geometry, the ratios of effective seepage entry and exit distances to well spacing, and the number of wells. Model results were used to develop new uplift factors that more accurately define excess heads along and landward of finite well systems that fully or partially penetrate the aquifer.

Get full access to this article

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

REFERENCES

Barron, R. A. (1948). “The Effect of a Slightly Pervious Top Blanket on the Performance of Relief Wells.” In Proc., 2nd Int. Conf. Soil Mech. and Found. Eng., Vol. 4, ISSMGE, p. 324–328.
Bennett, P. T. (1946). “The Effect of Blankets on Seepage through Pervious Foundations.” ASCE Transactions, 111 (1), p. 215–228. https://doi.org/10.1061/TACEAT.0005902.
Bennett, P. T., and Barron, R. A. (1957). “Design Data for Partially Penetrating Relief Wells.” In Proc., 4th Int. Conf. on Soil Mech. and Found. Eng., Vol. 2, Div. 3b-6, p. 282–285. London.
Darcy, H. (1856). The Public Fountains of the City of Dijon. Paris (in French).
Duncan, J. M., O’Neil, B., Brandon, T., and VandenBerge, D. R. (2011). “Evaluation of Potential for Erosion in Levees and Levee Foundations.”, Virginia Tech, 36 p.
Guy, E. D., Nettles, R. I., Davis, J. R., Carter, S. C., and Newberry, L. A. (2010). “Relief Well System Design Approach: HHD Case Study.” In Association of State Dam Safety Officials Proceedings, Charleston, WV, 19 p.
Guy, E. D., Ider, H. M., and Darko-Kagya, K. (2014). “Several Relief Well Design Considerations for Dams and Levees.” In Proceedings of the 45th Annual Ohio River Valley Soils Seminar, Cincinnati, OH, p. 81–106.
Guy, E. D., Darko-Kagya, K., Spagna, S. S., and Keffer, A. M. (2017). “Portsmouth Levee Foundation Erosion Incident.” In Association of State Dam Safety Officials Southeast Regional Conference Proceedings, Nashville, TN, 8 p.
Jaeger, R. A., Keizer, R. A., Bradner, G. C., Weber, J. P., and Stanley, M. H. (2017). “Advances in Design Procedures for Relief Well Lines in Variable Urban Settings.” In USSD (United States Society on Dams) Annual Conference Proceedings, Anaheim, CA, 20 p.
Keffer, A. M., and Guy, E. D. (2021). “Design Method for a Finite Line of Fully Penetrating Relief Wells.” In Proc., 10th International Conference on Scour and Erosion (ICSE-10), Online, 18-21 October 2021, p. 1284–1298.
Rocscience Inc. (2021). Rocscience Inc. https://www.rocscience.com/software/rs3.
Sills, G. L., and Vroman, N. (2007). “A Review of Corps of Engineers Levee Seepage Practices in the United States.” In Internal Erosion of Dams and their Foundations, London: Taylor & Francis Group, p. 209–218.
Turnbull, W. J., and Mansur, C. I. (1961). “Design of Control Measures for Dams and Levees.” ASCE Transactions, 126 (1), p. 1486–1522. https://doi.org/10.1061/TACEAT.0008149.
USACE. (1939a). Mississippi River Levees Underseepage Studies – Black Bayou Levee.
USACE. (1939b). “The Efficacy of Systems of Drainage Wells for the Relief of Subsurface Hydrostatic Pressures.”, Waterways Experiment Station, Vicksburg, MS.
USACE. (1949). “Relief Well Systems for Dams and Levees on Pervious Foundations, Model Investigations.”, Waterways Experiment Station, Vicksburg, MS.
USACE. (1952). “Control of Underseepage by Relief Wells, Trotters, Mississippi.”, USACE Mississippi River Commission, Waterways Experiment Station, Vicksburg, MS.
USACE. (1955). “Relief Well Design.”, Washington, DC.
USACE. (1956). “Investigation of Underseepage and its Control, Lower Mississippi River Levees.”, USACE Mississippi River Commission, Waterways Experiment Station, Vicksburg, MS.
USACE. (1963). “Design of Finite Relief Well Systems.”, Washington, DC.
USACE. (1992). “Design, Construction, and Maintenance of Relief Wells.”, Washington, DC.
USACE. (2000). “Design and Construction of Levees.”, Washington, DC.
USACE. (2018). “Comparison of Levee Underseepage Analysis Methods Using Blanket Theory and Finite Element Analysis.” Engineer Research and Development Center, Geotechnical and Structures Lab. 145 p.

Information & Authors

Information

Published In

Go to Geo-Congress 2023
Geo-Congress 2023
Pages: 31 - 48

History

Published online: Mar 23, 2023

Permissions

Request permissions for this article.

Authors

Affiliations

Andrew M. Keffer, Ph.D. [email protected]
P.E.
1Geotechnical Engineer, US Army Corps of Engineers, Huntington, WV. Email: [email protected]
Erich D. Guy, Ph.D. [email protected]
P.G.
2Chief, Geological Engineering Section, US Army Corps of Engineers, Huntington, WV. Email: [email protected]
Katherine R. Grote, Ph.D. [email protected]
P.G.
3Associate Professor, Geological Engineering, Missouri Univ. of Science and Technology, Rolla, MO. 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 Paper
$35.00
Add to cart
Buy E-book
$134.00
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 Paper
$35.00
Add to cart
Buy E-book
$134.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share