Chapter
Mar 17, 2022
Exploring Geophysical Methods to Identify and Mitigate Karstic Features at Robinson Lake Dam
Authors: Zachary P. Mickel [email protected], John P. Briand III [email protected], E. Onur Tastan, Ph.D. [email protected], Stephen L. Whiteside [email protected], David Mason [email protected], and Kevin D. Hon [email protected]Author Affiliations
Publication: Geo-Congress 2022
ABSTRACT
Robinson Lake Dam is an existing, unregulated, earthen dam that poses multiple dam safety concerns. The City of Franklin, Tennessee, proposed to redevelop the area to include a recreational lake with a rehabilitated dam embankment. The dam site lies within the Carters Limestone formation, which contains limestones prone to development of karstic features. Three existing sinkholes exist in the downstream area of the dam embankment, and water is seeping through the right abutment at an estimated rate of 200 gallons per minute (757 liters per minute). To design rehabilitation measures for the dam, the limestone bedrock was evaluated by performing rock coring, water pressure tests, and three geophysical survey methods. The purpose of this paper is to detail the comprehensive subsurface investigation program consisting of geotechnical test borings and geophysical survey methods for the design of seepage mitigation measures. The mitigation measures include a targeted foundation grouting program, focused in areas of encountered karstic anomalies from the subsurface investigation program to reduce the potential for seepage and sinkhole development.
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REFERENCES
Sleep, M., and Duncan, J. M. (2014). Manual for Geotechnical Engineering Reliability Calculations (2nd Edition),. Virginia Polytechnic Institute and State University, Blacksburg, VA.
Hardeman, W. D., Miller, R. A., and Swingle, G. D. (1966). West-Central Sheet Geologic Map of Tennessee, State of Tennessee Division of Geology. Nashville, TN.
Weaver, K., and Bruce, D. (2007). Dam Foundation Grouting, ASCE (American Society of Civil Engineers). Reston, VA: ASCE.
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Published online: Mar 17, 2022
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P.E.
1CDM Smith, Inc., Raleigh, NC. Email: [email protected]
P.E.
2CDM Smith, Inc., Raleigh, NC. Email: [email protected]
P.E.
3CDM Smith, Inc., Charlotte, NC. Email: [email protected]
P.E.
4CDM Smith, Inc., Raleigh, NC. Email: [email protected]
P.E.
5CDM Smith, Inc., Nashville, TN. Email: [email protected]
P.G.
6S&ME, Inc., Chattanooga, TN. Email: [email protected]
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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.