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한국 연안의 노출 및 침수 양상 분석

Analysis on the Emersion and Submersion Patterns of the Coastal Zone in Korea

  • Ko, Dong Hui (Hae Poong Engineering Inc.) ;
  • Jeong, Shin Taek (Department of Civil and Environmental Engineering, Wonkwang University) ;
  • Cho, Hong-Yeon (Ocean Data Science Division, Korea Institute of Ocean Science & Technology)
  • 투고 : 2016.09.29
  • 심사 : 2016.10.28
  • 발행 : 2016.10.31

초록

연안 해역의 노출 및 침수양상은 연안 서식생물의 서식환경에 직접적인 영향을 미치는 중요한 인자이다. 본 연구에서는 우리나라 연안 8개 지점의 조위자료를 이용하여 연안의 노출 및 침수양상을 빈도에 따라 5개의 영역으로 구분하고, 구분된 영역의 특성 분석을 수행하기 위하여 기존의 AHHW, ALLW 기준조위와 더불어 국제적인 기준조위로 널리 이용되는 HAT, LAT 기준조위를 추정하였다. 연안 8개 지점에 대한 노출 및 침수형태를 분류된 5가지 종류의 구역 중심으로 분석한 결과, 모든 지점에서 1일 2회의 노출과 침수가 발생하는 영역 3의 점유시간 빈도가 87.2-88.2% 범위로 가장 우세한 것으로 파악되었으며, 조위와는 무관하게 비교적 일정한 비율을 유지하는 것으로 파악되었으며, 영역 2, 4는 각각 4% 이하, 8% 이상의 비율을 유지하고 있다. 한편, 조석 형태수에 의하면 일주조 우세로 분류되는 포항에서는 조석의 뚜렷한 연주조와 반년주조의 영향으로 그 비율이 각각 1.4%, 10.8% 정도로 증감하는 양상을 보이고 있다.

The submersion and emersion patterns are key factors that directly influence the habitat environment of the coastal plants and animals. In this study, the coasts are divided into five zones (zones 1, 2, 3, 4, and 5 - not flooded, flooded once, flooded and exposed to air twice, exposed to air once, continuously flooded in the day, respectively) based on the patterns using tidal elevation data at the major eight stations and the domestic and international reference tidal levels, i.e., AHHW, ALLW, HAT and LAT, are also estimated to analyse the characteristics of the five distinct zones. Based on the results, the frequency of the zone 3 are dominant and forms from 87.2% to 88.2% (nearly constant) irrelevant with the tidal ranges at all stations. The taking-up percentages of the zones 2 and 4 show nearly constant, below 4% and over 8%, respectively. In Pohang station classified as the mainly diurnal tide, the percentages are decreased to 1.4% in zone 2 and increased to 10.8% due to the effects of the annual and semi-annual tidal components.

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참고문헌

  1. Mesri, G. and Castro, A.(1987). The $C{\alpha}$/Cc concept and Ko during secondary compression. Journal of geotechnical Engineering, ASCE, Vol. 113, No. GT3, 230-247. https://doi.org/10.1061/(ASCE)0733-9410(1987)113:3(230)
  2. An, S.M., and Koh, C.-H. (1992). Environments and distribution ofBenthic Animals on the Mangyung-Dongjin Tidal Flat, WestCoast of Korea, Journal of the Oceanological Society of Korea,27(1), 78-90 (in Korean).
  3. Cho, H.Y., Jeong, S.T., Lee, K.-H., and Kim, T.H., (2010). Analysis of the Mean and Standard Deviation due to the Change of the Probability Density Function on Tidal Elevation Data, Journal of Korean Society of Coastal and Ocean Engineers, 22(4), 279-285 (in Korean).
  4. Cho, H.Y., Kim H., and Cho. B.J., (2006). Characteristic analysis of the exposure durations in the western tidal flat, Vol. 8, 73-84. Research on Fisheries Infrastructure Promotion, Korea Fisheries Infrastructure Promotion Association.
  5. Choi G.W., Hwang J.S., Ji K.J., and Lee E.H., (2001). Research on the characteristics of the tidal flats in Korea. Rural Research Institute, Korea Agricultural and Rural Infrastructure Corporation, Report No. 2001-05-16.
  6. Foreman, M.G.G. and Neufeld, E.T. (1991). Harmonic tidal analyses of long time series. International Hydrographic Review 68(1), 85-108.
  7. Godin, G. (1991). The analysis of tides and currents. In:Parker, B.B (Ed.), Tidal Hydrodynamics. Wiley, New York, 675-709.
  8. Hartnoll, R.G. and Hawkins, S.J., (1982). The emersion curve in semidiurnal tidal regimes, Estuarine, Coastal and Shelf Science, 15, 365-371. https://doi.org/10.1016/0272-7714(82)90047-6
  9. IEC (2009). IEC 61400-3: Wind turbines-Part 3: Design requirements for offshore wind turbines.
  10. Jeong, S.T., Cho, H.Y., Jeong, W.D., and Yang, J.-S., (2005). Analysis on the Occurrence Probability Distribution of Tidal Levels using Harmonic Constants. Journal of Korean Society of Civil Engineers, 25(1B), 51-57 (in Korean).
  11. Jeong, S.T., Cho, H.Y., Kim, J.D., and Ko, D.H., (2008). Estimation of Probability Density Function of Tidal Elevation Data using the Double Truncation Method. Journal of Korean Society of Coastal and Ocean Engineers, 20(3), 247-254 (in Korean).
  12. Jeong, S.T., Cho, H., and Ko, D.H., (2012). Development of the Inter-tidal Exposure Duration Formulae Using Tidal Harmonic Constants, Journal of Korean Society of Coastal and Ocean Engineers, 24(5), 319-325 (in Korean). https://doi.org/10.9765/KSCOE.2012.24.5.319
  13. Jeong, S.T., Yoon, J.T., Cho, H., Ko, D.H., and Kang, K.S., (2016). Analysis on the Estimation Error of the Lowest and Highest Astronomical Tides using the Wido Tidal Elevation Data, Journal of Korean Society of Coastal and Ocean Engineers, 28(2), 101-108 (in Korean). https://doi.org/10.9765/KSCOE.2016.28.2.101
  14. Kang, J.W., Joo, Y.-M., Cho, H., and Kweon, H.-M., (2014). Spatio-temporal Variability of AHHW in Relation with the Design Sea Level, Journal of Korean Society of Coastal and Ocean Engineers, 26(2), 72-80 (in Korean). https://doi.org/10.9765/KSCOE.2014.26.2.72
  15. Ko, D.H., Jeong S.T. and Cho, H., (2013). Statistical characteristics of hourly tidal levels around the Korean Peninsula, Journal of Korean Society of Coastal and Ocean Engineers, 25(6), 365-373 (in Korean). https://doi.org/10.9765/KSCOE.2013.25.6.365
  16. Korea Hydrographic and Oceanographic Administration (KHOA), Homepage http://www.khoa.go.kr (in Korean).
  17. Pawlowicz, R., Beardsley, B. and Lentz, S. (2002). Classical Tidal Harmonic Analysis Including Error Estimates in MATLAB using T_TIDE. Computers and Geosciences, 28, 929-937. https://doi.org/10.1016/S0098-3004(02)00013-4
  18. Pugh, D. (2004). Changing Sea Levels: effects of tides, weather and climate, Chapter 9, Cambridge University Press.
  19. Pugh, D. and P. Woodworth. (2014). Sea-Level Science: Understanding Tides, Surges, Tsunamis and Mean Sea-Level Changes, Cambridge University Press.
  20. Swinbanks, D.D., (1982). Intertidal exposure zones: A way to subdivide the shore, J. of Experimental Marine Biology and Ecology, 62, 69-86. https://doi.org/10.1016/0022-0981(82)90217-9