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http://dx.doi.org/10.14481/jkges.2016.17.10.33

Experimental Investigation on In-Situ Capping Erosion by Waves  

Kong, Jin-Young (Geotechnical Engineering Research Division, Korea Institute of Civil Engineering and Building Technology)
Kim, Young-Taek (River and Coastal Research Division, Korea Institute of Civil Engineering and Building Technology)
Ryu, Byung-Hyun (Geotechnical Engineering Research Division, Korea Institute of Civil Engineering and Building Technology)
Lee, Jangguen (Geotechnical Engineering Research Division, Korea Institute of Civil Engineering and Building Technology)
Publication Information
Journal of the Korean GEO-environmental Society / v.17, no.10, 2016 , pp. 33-43 More about this Journal
Abstract
The determination of in-situ capping materials is one of the most important factors to design in-situ capping in order to protect capping materials from erosion. Previous studies have established relationship between the velocity induced by wave energy and effective diameter of sediments, but they are mostly empirical and numerical researches which is too complicated for field engineers to analyze the erosion of in-situ capping materials. This study provides simple analytical solutions and reliability based on hydraulic model test results. Experimental results show that measured flow velocities with respect to depth induced by wave energy are almost the same as estimated velocities and the erosion resistances of the different effective particle diameters can be estimated.
Keywords
Erosion; In-situ capping; Effective diameter; Wave; Velocity; Hydraulic model test;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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1 Baek, S. C. and Lee, S. Y. (2011), A study on the behaviour characteristics of the Saemanguem sea dyke coastal covering stones by sea waves, Journal of the Korean Geo-Environmental Society, Vol. 12, No. 7, pp. 67-76 (in Korean).
2 Bagnold, R. A. (1946), Motions of waves in shallow water; interaction between waves and sand bottoms, Proc. Royal Soc. London, Vol. 187, Series A, pp. 1-15.   DOI
3 Dortch, M. S., Hales, L. Z., Letter, J. V. and McAnally, W. H. (1990), Methods of determining the long-term fate of dredged material for aquatic disposal sites, Technical Report D-90-1, US Army Engineer Waterways Experiment Station, Vicksburg, MS, pp. 10-50.
4 Fredette, T. J., Clausner, J. E., Palermo, M. R., Bratos, S. M., Prickett, T. L., Johnson, B. H., Brouwer, M. S., Ryan J. A., Smith, L. J., Nevarez, E. E., Schauffler, F. K. and McDowell, S. (2002), Field pilot study of in-situ capping of Palos Verdes shelf contaminated sediments, Technical Report, ERDC TR-02-5, US Army Corps of Engineers, pp. 5-25.
5 Horikawa, K. and Watanabe, A. (1967), A study of sand movement due to wave action, Coastal Engineering in Japan, Vol. 10, pp. 38-57.
6 Kim, Y. K. (2015), Development of sustainable remediation technology of contaminated marine sediments: capping and in-situ treatment technology, Technical report 4/5 (Korea Institute of Marine Science Technology), Hankyong National University, pp. 10-30.
7 Kong, J. Y., Kim, Y. T., Kang, J. M. and Lee, J. G. (2014), An experimental study on the behavior of capping material by sea waves, Journal of the Korean Geo-Environmental Society, Vol. 15, No.7, pp. 51-58 (in Korean).
8 Komar, P. D. and Miller, C. M. (1973), The threshold of sediment movement under oscillatory water waves, Journal of Sedimentary petrology, Vol. 43, No. 4, pp. 1101-1110.
9 Komar, P. D. and Miller, C. M. (1974), Sediment threshold under oscillatory waves, Proc. 14th Conf. Coastal Eng., pp. 756-775.
10 Lee, K. H., Ryu, H. W., Kim, D. W., Kim, D. S. and Kim, T. H. (2016), Regular waves-induced seabed dynamic responses around submerged breakwater, Journal of Korean Society of Coastal and Ocean Engineers, Vol. 28, No. 3, pp. 132-145 (in Korean).   DOI
11 Manohar (1955), Mechanics of bottom sediment movement due to wave action, U.S. Army Corps of Engineers, Beach Erosion Board, Tech, No. 75, p. 121.
12 Palermo, M. R. (1991), Design requirements for capping, Dredging Research Technical Notes. US Army Engineer Waterways Experiment Station, pp. 5-15.
13 Palermo, M., Schroeder, P., Rivera, Y., Ruiz, C., Charke, D., Gailani, J., Clausner, J., Hynes, M., Fredette, T., Tardy, B., Peyman-Dove, L. and Risko, A. (1999), Options for in situ capping of palos verdes shelf contaminated sediments, Technical Report EL-99-2, US Army Corps of Engineers, pp. 11-29.
14 Rance, P. J. and Warren, N. F. (1969), The threshold movement of coarse material in oscillatory flow, 11th conf. on Coastal Engineering Proc., pp. 487-491.
15 Robert, G. D. and Robert, A. D. (1991), Water wave mechanics for engineers and science, World Scientific Publishing Co., pp. 78-83.
16 Sorensen, R. M. (2006), Basic coastal engineering, 3rd ed. Springer Science, pp. 1-50.
17 Teeter, A. M. (1988), New bedford harbor superfund project, acushnet river estuary engineering feasibility study of dredging and dredged material disposal alternatives, Report 2 (Technical Report EL-88-15), US Army Engineer Waterways Experiment Station, Vicksburg, MS, pp. 5-45.
18 Yang, S. H., Lee, S. J. and Hwang, K. N. (2015), A laboratory study on erosional properties of the deposit bed of saemankeum sediments, Journal of Korean Society of Coastal and Ocean Engineers, Vol. 27, No. 2, pp. 105-112.   DOI