DOI QR코드

DOI QR Code

피복공법 적용 시 파랑에 의한 피복재 침식 실험 연구

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)
  • 투고 : 2016.08.02
  • 심사 : 2016.09.23
  • 발행 : 2016.10.01

초록

피복공법의 설계에서 피복재의 선정은 중요한 설계 변수로 파랑에너지로 발생하는 해저면 유속에도 피복재가 침식되지 않게 설계되어야 한다. 피복공법 관련된 기존 연구는 파랑에너지에 따른 깊이별 유속과 유효입경을 주로 시공경험과 수치해석에 의존하여 수행되었기 때문에 현장에서 시공경험이 미흡한 기술자가 사용하기에는 어려움이 예상된다. 본 연구에서는 파랑에너지에 따른 깊이별 유속과 피복재의 입경에 따른 침식을 판단할 수 있는 간편식을 제시하고 모형수조를 이용한 실내실험을 통해 신뢰성을 확인하고자 한다. 실내실험에서 측정된 깊이별 유속은 이론식과 상당히 일치하며, 유속추정 이론식을 침식 해석에 적용하여 유효입경을 예측하면 침식 유무 판단이 가능하다.

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.

키워드

참고문헌

  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. https://doi.org/10.1098/rspa.1946.0062
  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). https://doi.org/10.9765/KSCOE.2016.28.3.132
  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. https://doi.org/10.9765/KSCOE.2015.27.2.105