FORUM ARTICLE
Jul 1, 2000

Sediment Problems in Korea

Publication: Journal of Hydraulic Engineering
Volume 126, Issue 7
First page of PDF

Get full access to this article

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

References

1.
Choi, G. W., Ham, C. H., Jun, B. H., and Ahn, S. J. (1998). “Influence of the local scour by interaction between bridge piers.” Proc. 3rd Int. Conf. on Hydro-Sci. and Engrg., Cottbus, Berlin.
2.
KEPCO/KICT. (1998). A study on remediation measure on sediment inflow into water intakes of Young Kwang Nuclear Power Plant, Research Report (in Korean).
3.
KICT. (1991). Rivers of Korea, Water Resources Bureau, Ministry of Construction, Republic of Korea.
4.
Kim, C., Kim, H., Yu, K., and Woo, H. (1997). “Development of methods for predicting sediment yield rate for medium-size river basins in Korea.” Proc., 19th Congr. of ICOLD, International Commission on Large Dams, Paris.
5.
Kim, K. H., Yoon, B., and Yeo, W. K. (1995). “Prediction of sediment transport in the coastal zone near Young Kwang Nuclear Power Plant.” Proc., 1995 Annu. Conf., Korean Society of Civil Engineers (in Korean).
6.
Lee, J. K., Jeong, D. W., Lee, C. H., and Yook, W. S. (1995). “Experimental study for prevention of scouring around bridge piers.” J. Korean Soc. of Civ. Engrs., 16(1) (in Korean).
7.
Lee, J. K., Yeo, W. K., and Kim, S. H. (1999). “Automatic real time coastal bridge scour measurements.” Proc., Coast. Sediments `99, 2294–2305.
8.
Seo, J. P., Yoon, B., and Yeo, W. K. (1998). “Investigation of scour characteristics around pile group with varying pile spacing.” Proc., 1998 Annu. Conf., Korean Society of Civil Engineers (in Korean).
9.
Seo, J. P., Yoon, B., and Yeo, W. K. (1999). “An experimental and field study on local bridge scour with group pile foundation.” Proc., Int. Symp. on Progress in Coastal Engrg. and Oceanography, Seoul, Korea, vol. 2, 367–374.
10.
Wischmeier, W. H., and Smith, D. D. (1960). “A universal soil-loss equation to guide conservation farm planning.” Proc., 7th Int. Congr. of Soil Sci., Madison, Wisc.
11.
Woo, H., and Kim, W. (1997). “Floods on the Han River in Korea.” Water Int., 22(4).
12.
Woo, H., Kim, Y., Lee, S., and Heo, S. (1997). “Characteristics and control of sediment deposits around water intake areas.” Proc., Asian Waterqual `97, 6th IAWQ Asia-Pacific Reg. Conf., May 20–23, Seoul, Korea.
13.
Woo, H., Lee, B. K., and Yu, K. (1991). “Sedimentation aspects of floodplain management: Lessons learned from the Han River flood of September 10–12, 1990, Korea.” Proc., Nat. Conf. on Hydr. Engrg., ASCE, New York, 1102–1107.
14.
Woo, H., and Lee, J. (1993). “An analysis of flow characteristics of major rivers in Korea.” Proc., Int. Conf. on Hydrosci. and Engrg., Washington, D.C.
15.
Woo, H., and Yu, K. (1994). “Prediction of river profile changes downstream of the Daecheong Dam by using the computer program HEC-6.” Proc., 18th Congr. of ICOLD, Durban, South Africa.
16.
Yeo, W. K., and Kang, J. K. (1999). “Field investigation of bridge scours in small and medium streams (I).” J. Korea Water Resour. Assoc., 32(1), 41–47.
17.
Yoon, S. B., Yoon, T. H., and Yoon, K. S. (1995). “Analysis of riprap protection to scour at bridge piers.” Proc., 1995 Annu. Conf., Korea Water Resources Association, 240–243 (in Korean).
18.
Yoon, Y. N., and Lee, J. S. (1998). “Estimation of scour depth at bridges and comparative analysis between estimated and measured scour depth.” Proc., 3rd Int. Conf. on Hydro-Sci. and Engrg., Cottbus, Berlin.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 126Issue 7July 2000
Pages: 486 - 491

History

Published online: Jul 1, 2000
Published in print: Jul 2000

Permissions

Request permissions for this article.

Authors

Affiliations

Byungman Yoon
Department of Civil and Environmental Engineering Myongji Univ., Korea [email protected]
Hyoseop Woo
Division of Water Resources and Environmental Engineering Korea Institute of Construction Technology, Korea[ [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