TECHNICAL PAPERS
Oct 1, 2001

Abrupt Drawdown Observed in Sandstone-Shale Interbedded Layers Surrounding Underground LPG Cavern

Publication: Journal of Hydrologic Engineering
Volume 6, Issue 5

Abstract

An abrupt drawdown was observed at observation holes located in a geologic formation consisting of an interbedded sandstone-shale bedrock layers surrounding an underground liquefied petroleum gas cavern during operation. The transient hydraulic behavior of a multilayer system, such as interbedded sandstone-shale, is highly dependent on the hydraulic parameters of each individual layer. Therefore, in order to identify the cause of the drawdown, the changes in the hydraulic conductivity of each layer was studied based on compaction theory. It was observed that the compaction in shale occurs due to long-term lowered hydraulic head, and this causes the increase in equivalent hydraulic conductivity of the multilayers. The result of the numerical modeling showed that the altered hydraulic conductivity subsequently induced the additional drawdown.

Get full access to this article

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

References

1.
åAberg, B. ( 1977). “Prevention of gas leakage from unlined reservoir in rock.” Proc., Symp. on Storage in Excavated Rock Caverns: Rockstore 77, Stockholm, Sweden, 399–414.
2.
AQUA2D user's manual. (1992). Vatnaskil Consulting Engineers, Reykjavik, Iceland.
3.
Boulton, N. S., and Streltsova, T. D. ( 1975). “New equations for determining the formation constants of an aquifer from pumping test data.” Water Resour. Res., 11(1), 148–153.
4.
Domenico, P. A., and Schwartz, W. S. ( 1990). Physical and chemical hydrogeology, Wiley, New York.
5.
Freeze, R. A., and Cherry, J. A. ( 1979). Groundwater, Prentice-Hall, Englewood Cliffs, N.J.
6.
Frank, O., and Jones, J. ( 1975). “A laboratory study of the effect of confining pressure on fracture flow and storage capacity in carbonate rocks.” J. Petroleum Technol., 4569, 21–27.
7.
Gambolati, G., and Freeze, R. A. ( 1973). “Mathematical simulation of the subsidence of Venice. I: Theory.” Water Resour. Res., 9, 721– 733.
8.
Goodman, R. E. ( 1993). Engineering Geology, Wiley, New York.
9.
Hantush, M. S., and Jacob, C. E. ( 1955). “Non-steady radial flow in an infinite leaky Aquifer.” Eos Trans. AGU., 36(1), 95–100.
10.
Han, I. Y. ( 1995). Rep. on Drilling of YK20, R&D Ctr., SK Engineering and Construction, Seoul, Korea (in Korean).
11.
Hsieh, P. A. ( 1996). “Deformation-induced changes in hydraulic head during groundwater withdrawal.” Groundwater, 34(6), 1082–1089.
12.
Hvorslev, M. J. ( 1951). “Time lag and soil permeability in groundwater observations.” Bulletin 36, U.S. Army Corps of Engrs., Waterway Experimentation Station, Vicksburg, Miss.
13.
Leonards, G. A. ( 1962). “Engineering properties of soils.” Foundation engineering, G. A. Leonards, ed., McGraw-Hill, New York, 66– 240.
14.
Rudolph, D. L., and Frind, E. O. ( 1991). “Hydraulic response of highly compressible aquitards during consolidation.” Water Resour. Res., 27(1), 17–30.
15.
Snow, D. T. (1968). “Rock fracture spacings, openings, and porosities.”J. Soil Mech. and Found. Div., ASCE, 94, 73–91.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 6Issue 5October 2001
Pages: 423 - 428

History

Published online: Oct 1, 2001
Published in print: Oct 2001

Permissions

Request permissions for this article.

Authors

Affiliations

SK Engrg. & Constr. Co., Ltd., Seoul 110-300, South Korea; formerly, PhD Student, Dept. of Civ. Engrg., Seoul Nat. Univ., San 56-1, Shinrim-Dong, Kwanak-Gu, Seoul 151-742, South Korea.
Assoc. Prof., Dept. of Civ. Engrg., Seoul Nat. Univ., San 56-1, Shinrim-Dong, Kwanak-Gu, Seoul 151-742, South Korea.
SK Engrg. & Constr. Co., Ltd., 192-18, Kwanhun-Dong, Jongro-Gu, Seoul 110-300, South Korea.
SK Engrg. & Constr. Co., Ltd., 192-18, Kwanhun-Dong, Jongro-Gu, Seoul 110-300, South Korea.

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