DOI QR코드

DOI QR Code

Characteristics of Water Surface Variation around Double-Breaking Type Artificial Reef

월류형 잠제 주위의 수면 변동 특성

  • 신영섭 (한라대학교 메카트로닉스공학과) ;
  • 이성대 (한라대학교 토목공학과)
  • Received : 2019.04.01
  • Accepted : 2019.06.13
  • Published : 2019.06.30

Abstract

A submerged breakwater is one of the coastal structures used to reduce wave energy and coastal erosion. However, a submerged breakwater has a negative aspect in that a strong rip current occurring around an open inlet due to a difference in mean water levels at the front and rear sides of the structure leads to scouring. Such scouring has a bad effect on its stability. In order to eliminate this kind of demerit, this study investigated an artificial reef of the overflow type with openings. We also developed a program where the flows around the artificial reef of the overflow type could be analyzed numerically. An unstructured grid system was used to cover the various geometries, and the level set method was applied to treat the movement of the free surface. To verify these numerical schemes, hydraulic physical tests were performed on the submerged breakwater and double breaking type artificial reef. Then, the wave height and velocity distribution around the reef were examined using the experimental results. Comparisons between the results of hydraulic and numerical tests showed reasonable agreement.

Keywords

References

  1. Higuera, P., Losada, I.J., Lara, J.L., 2015. Three-Dimensional Numerical Wave Generation with Moving Boundaries. Coastal Engineering, 101, 35-47. https://doi.org/10.1016/j.coastaleng.2015.04.003
  2. Hong, C.B., Shin, Y.S., Lee, S.D., 2017. Effects of Wave and Current Reduction around the Artificial Reef of Overflow Type. Proceedings of Conference of Korean Coastal Disaster Prevention.
  3. Hur, D.S., Lee, W.D., 2007. Three Dimensional Flow Characteristics and Wave Height Distribution around Permeable Submerged Breakwaters. Journal of The Korean Society of Civil Engineers, 27(6B), 689-701.
  4. Hur, D.S., Lee, W.D., Ahn, S.W., Park, J.B., 2010. A Numerical Study on Flow Control Structure of a New-Type Submerged Breakwater. Journal of Korean Society of Coastal and Ocean Engineers, 22(3), 181-190.
  5. Hur, D.S., Lee, W.D., Goo, N.H., Jeon, H.S., Jeong, Y.M., 2017. Development of New Type of Submerged Breakwater for Reducing Mean Water Level behind Structure. Journal of Ocean Engineering Technology, 31(2), 130-140. https://doi.org/10.5574/KSOE.2017.31.2.130
  6. Kakemizu, N., Kimura, K., 2005. Hydraulic Performances of Artificial Reef Armored by Cone Shape Block with Horizontal Plate. Proceedings of 62th Conference of JSCE, Hokkaido Japan.
  7. Lee, D.S., Oh, S.H., Park, Y.D., Jeong, W.M., 2013. Study on the Basic Design Method of Submerged Breakwater Composed of Double-Layer Permeable Blocks. Journal of Korean Society of Coastal and Ocean Engineers, 25(3), 172-180. https://doi.org/10.9765/KSCOE.2013.25.3.172
  8. Lee, K.H., Bae, J.H., An, S.W., Kim, D.S., 2017. Characteristics of Velocity Fields around 3-Dimensional Permeable Submerged Breakwaters under the Conditions of Salient Formation. Journal of Korean Society of Coastal and Ocean Engineers, 29(6), 399-409. https://doi.org/10.9765/KSCOE.2017.29.6.399
  9. Lopez, J., Hernandez, J., Gomez, P., Faura, F., 2005. An Improved PIIC-VOF Method for Tracking Thin Fluid Structures in Incompressible Two-Phase Flows. Journal of Computational Physics, 208(1), 51-74. https://doi.org/10.1016/j.jcp.2005.01.031
  10. National Association of Sea Coast, 2004. Design Manual of Artificial Reef. Revised Edition, National Association of Sea Coast, Japan, 95.
  11. Peng, D., Merriman, B., Osher, S., Zhao, H., Kang, M., 1999. A PDE-Based Fast Local Level Set Method. Journal of Computational Physics, 155(2), 410-438. https://doi.org/10.1006/jcph.1999.6345
  12. Sherman, F.S., 1990. Viscous Flow. McGraw-Hill.
  13. Shin, Y.S., 2012. Numerical Analysis of Viscous Flows on Unstructured Grids Using the Optimal Method of Strongly Implicit Procedure. Journal of the Society of Naval Architects of Korea, 49(2), 196-202. https://doi.org/10.3744/SNAK.2012.49.2.196
  14. Shin, Y.S., 2017. Numerical Analysis of Free Surface Flows Using Adaptable Surface Particle Method based on Grid System. Journal of the Society of Naval Architects of Korea, 54(1), 26-33. https://doi.org/10.3744/SNAK.2017.54.1.26
  15. Shin, Y.S., Hong, C., Lee, S.D., 2018. Numerical Analysis of Free Surface Movement around the Artificial Reef of Overflow Type. Journal of Coastal Disaster Prevention, 5(1), 1-7. http://doi.org/10.20481/kscdp.2018.5.1.1
  16. Shin, Y.S., Lee, S.D., 2014. Numerical Analysis of Turbid Flow Considering Density Variation in Reservoir. Journal of the Korean Society of Hazard Mitigation, 14(5), 311-316. https://doi.org/10.9798/KOSHAM.2014.14.5.311
  17. Sussman, M., Fatemi, E., Smereka, P., Osher, S., 1998. An Improved Level Set Method for Incompressible Two-Phase Flows. Computers & Fluids, 27(5-6), 663-680. https://doi.org/10.1016/S0045-7930(97)00053-4