DOI QR코드

DOI QR Code

A Experimental Study on Behavioral Characteristics and Loss Ratio of Sediment for Reclaimed Revetment

매립호안의 유사 거동특성과 유실률에 관한 실험연구

  • Received : 2015.12.05
  • Accepted : 2016.05.16
  • Published : 2016.08.01

Abstract

Recently, several construction projects have been built to create residential area, industrial complex and agricultural land on reclaimed on- and offshore regions. Estimating the quantity of filling materials during reclamation is the most curcial factor of the total construction cost of reclamation project. However, the estimation of loss ratio, defined as the ratio of loss amount to overall dumped amount, mostly depends on the empirical methods and formulae based on the material characteristics due to the lack of sufficient literature about the loss ratio according to hydraulic conditions. In this studies the loss ratio of materials considering flow conditions and material characteristics were examined through hydraulic experiments. A series of hydraulic experiments was conducted using five different hydraulic conditions and two types of materials such as sand and anthracite in a horizontal rectangular flume ($13.0m{\times}5.0m{\times}0.10m$), in which a round type revetment was installed. It is found that the loss ratio generally tends to increase with increasing the particle Froude number regardless of the types of materials. Also, when the flow velocity(u) becomes higher than the critical flow velocity ($u_c$), the loss ratios of sand and anthracite are dramtically increased up to 7.4% and 24.4%, respectively. As a future work, more specific mean velocities will be considered to figure out the loss ratio and more accurate estimation of amount of filling materials will be possible to present with confidence.

최근 해양 및 항만지역의 매립을 통하여 주거공간, 산업단지, 농업용지 등의 부지를 확보하는 공사가 다수 진행되고 있다. 해상 매립공사에서 매립 재료의 물량산정은 공사 원가를 결정하는 중요한 요소이다. 그러나 흐름조건을 고려한 정량적 유실률 산정에 관한 국내 연구는 부족한 실정이며, 주로 현장여건하에서 매립토 재료적 특성 및 종류에 따른 경험적 방법에 의존하고 있다. 본 연구에서는 수리실험을 통하여 기존의 연구와는 달리 흐름조건과 재료의 특성을 고려하여 유실률을 평가하였다. 5가지 유입 흐름 조건과 비중이 다른 일반모래와 안트라사이트 두 가지 재료를 이용하여, 직사각형 수로($13.0m{\times}5.0m{\times}0.10m$)에 원형 호안을 설치하여 수리실험을 수행하였다. 두 가지 재료 모두 입경 Froude number가 증가함에 따라 유실률이 증가하는 경향을 보였다. 또한, 접근유속(u)이 각 재료의 한계유속($u_c$)보다 높을 때, 일반모래는 7.4%, 안트라사이트는 24.4%로 유실률이 급격히 증가하는 것으로 나타났다. 향후 보다 세밀한 유입조건에 따른 유실률을 산정한다면 보다 정밀한 유실량 산정이 가능할 것이다.

Keywords

References

  1. Ahn, K. K., Lee, K. H., Heo, Y. and Kang, H. S. (2014). "Sedimentation characteristics of dredged soil by geo-centrifuge." Journal of the Korean Geoenvironmental Society, Vol. 15, No. 3, pp. 49-55. https://doi.org/10.14481/JKGES.2014.15.3.49
  2. Azimi, A. H., Zhu, D. Z. and Rajaratnam, N. (2014). "Experimental study of subaqueous sand deposition from Slurry Wall Jets." Journal of engineering mechanics, Vol. 140, No. 2, pp. 296-314. https://doi.org/10.1061/(ASCE)EM.1943-7889.0000664
  3. Bhuiyan, F., Rajaratnam, N. and Zhu, D. Z. (2010). "An experimental study of mounds formed by dumping coarse sediment in channel flow." Journal of Hydraulic Research, Vol. 48, No. 3, pp. 283-291. https://doi.org/10.1080/00221681003726205
  4. Imran, J., Parker, G. and Harff, P. (2002). "Experiments on incipient channelization of submarine fans." Journal of Hydraulic Research, Vol. 40, No. 1, pp. 21-32. https://doi.org/10.1080/00221680209499870
  5. Jie, G. U., Huang, J. and Li, C. W. (2008). "Experimental study of instantaneous discharge of unsorted particle cloud in cross-flow." Journal of Hydrodynamics, Vol. 20, No. 1, pp. 10-16. https://doi.org/10.1016/S1001-6058(08)60021-9
  6. Kim, H. T., Han, Y. J. and Yu, W. D. (2013). "A study on the mechanical characteristic and shear strength characteristic on elapsed time of the western sea dredged soils." Journal of the Korean Geoenvironmental Society, Vol. 14, No. 2, pp. 31-41. https://doi.org/10.14481/jkges.2013.14.12.031
  7. Kim, H. T., Kim, S. Y., Kang, I. K. and Park, J. E. (2000). "A study on the estimation of loss rate of dredged fills." Journal of the Korean Geoenvironmental Society, Vol. 1, No. 1, pp. 57-63.
  8. Kim, S. Y., Choi, H. P., Park, J. E. and Kim, S. W. (2002). "A study on the estimation method of loss ratio in dredged fills." Journal of the Korean Geoenvironmental Society, Vol. 3, No. 1, pp. 66-77.
  9. Mavis, F. T. and Laushey, L. M. (1948). "A reappraisal of the beginning of bed movement-competent velocity." Intern. Assoc. Res., 2rd Meeting, Stockholm.
  10. Rajaratnam, N. and Mazurek, K. A. (2006). "An experimental study of sand deposition from sediment laden water jets." Journal of Hydraulic Research, Vol. 44, No. 4, pp. 560-566. https://doi.org/10.1080/00221686.2006.9521706
  11. Shin, H. S. (2014). "Numerical formulation for flow analysis of dredged soil." Journal of the Korean Geoenvironmental Society, Vol. 15, No. 3, pp. 41-48. https://doi.org/10.14481/JKGES.2014.15.3.41
  12. Souza, L. B. S., Schulz, H. E., Villela, S. M., Gulliver, J. S. and Souza, L. B. S. (2010). "Experimental study and numerical simulation of sediment transport in a shallow reservoir." Journal of Applied Fluid Mechanics, Vol. 3, No. 2, pp. 9-21.
  13. Syvitski, J. P., Skene, K. I., Nicholson, M. K. and Morehead, M. D. (1998). "PLUME1. 1: deposition of sediment from a fluvial plume." Computers & Geosciences, Vol. 24, No. 2, pp. 59-171.
  14. United States Army Corps of Engineers (USACE) (1983). Dredging and Dredged Material Disposal, Engineer Manual, No. 1110-2-5025, Washington.
  15. Yauchi E. and Katoh, K. (1992). "Dispersion process and the settlement pattern of mud dumped in oceans." Proc. of 23rd Int. Conf. on Coastal Engrg, ASCE. Venice, Italy, pp. 2735-2744.
  16. Ziegler, C. K. and Lick, W. (1988). "The transport of fine-grained sediments in shallow waters." Environmental Geology and Water Sciences, Vol. 11, No. 1, pp. 123-132. https://doi.org/10.1007/BF02587771