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2020 Vol.7, Issue 3 Preview Page

Special Feature: Original Article


September 2020. pp. 218-226
Abstract


References
1 
Choi, G., Kim, Y., Cho, S., and Kim, J. 2006. Variation of water elevation by setting angle of movable weir with bottom flow gate. In, Proceeding of KSCE Conference & Civil Expo 2006. pp. 2661-2664. (in Korean)
2 
Goutal, N. and Maurel, F. 1997. Proceedings of the 2nd workshop on dam-break wave simulation: Department Laboratoire National d'Hydraulic, Groupe Hydraulic Fluviale Electricite de Fracne, France.
3 
Han, H., Kim, Y., Choi, G., and Lee, S. 2013. An experimental study of flow characteristics at the downstream depending on gate operation of a sluice gate. Journal of Korea Society Hazard Mitigation 13(5): 317-324. (in Korean).
10.9798/KOSHAM.2013.13.5.317
4 
Hermann, M.F. and Willi, H.H. 1998. Hydraulics of embankment weirs. Journal of Hydraulic Engineering 124(9): 963-971.
10.1061/(ASCE)0733-9429(1998)124:9(963)
5 
International River Interface Cooperative (iRIC). 2020. Available online: http://i-ric.org/en (accessed in 2020).
6 
Jang, C. and Woo, H. 2009. Analysis of bed material changes by flushing flow from Daecheong dam. Journal of Korea Water Recourses Association 42(10): 845-855. (in Korean)
10.3741/JKWRA.2009.42.10.845
7 
Kang, T. and Jang, C. 2020. Study on numerical technique considering the river flow and the bed response by the dam operation. In, Proceeding of Ecology and Resilient Infrastructure Conference. pp. 47. (in Korean)
8 
Kim, H., Kim, J., and Cho, Y. 2009. Numerical analysis of dam-break flow in an experimental channel using cut-cell method. Journal of the Korean Society of Civil Engineers 29: 121-129. (in Korean)
9 
Kim, J. and Han, K. 2008. One-dimensional hydraulic modeling of open channel flow using the Riemann approximate solverⅠ: model development. Journal of Korea Water Recourses Association 41(8): 761-772. (in Korean)
10.3741/JKWRA.2008.41.8.761
10 
Kim, K. 2005. An experimental study on the stream flow by submerged structures condition. Ph.D. dissertation, University of Incheon, Incheon, Republic of Korea. (in Korean)
11 
Korea Institute of Construction Technology (KICT). 2011. Development of design techniques and numerical models for river works. Research Report. (in Korean)
12 
Lee, J., Kim, K., and Shin, D. 2014. Development of hydraulic model to enable the simulation for operation rule of multi-function weir during the flood season. Journal of Korea Society Hazard Mitigation 14(3): 329-339. (in Korean)
10.9798/KOSHAM.2014.14.3.329
13 
Lee, J., Kim, K., Son, S., and Shin, D. 2015. Prediction of local scour development in downstream due to operation rule of movable weir gate. Journal of Korea Society Hazard Mitigation 15(4): 221-230. (in Korean)
10.9798/KOSHAM.2015.15.4.221
14 
Lee, K. and Jang, C. 2018. Experimental analysis of the sedimentation processes in the movable weir by changing the channel slope considering weir operation. Journal of Korea Water Recourses Association 51(8): 729-737. (in Korean)
15 
Mohd, Y.J. 1997. Combined immersed-boundary/B-spline methods for simulations of flow in complex geometries. Center for Turbulence Research: Annual Research Briefs. pp. 317-327.
16 
Murata, Y., Kimura, I., Shimizu, Y., and Yamaguchi, S. 2012. Numerical study on hydraulic characteristics and sedimentation around a dry dam. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 68(4): I_877-I_882.
10.2208/jscejhe.68.I_877
17 
Shimizu, Y., Takebayashi, H., Inoue, T., Hamaki, M., Iwasaki, T., and Nabi, M. 2012. Nays2DH solver manual. Available online: http://i-ric.org/en (accessed in 2020).
18 
Watanabe, Y., Kimura, I., Yoshikawa, Y., and Hayakawa, H. 2013. Experimental study on sediment transport characteristics of dry dam. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 69(4): I_1045-I_1050.
10.2208/jscejhe.69.I_1045
19 
Williams, G.P. and Wolman, M.G. 1984. Downstream effects of dams on alluvial rivers. United States Geological Survey Professional Paper, 1286.
10.3133/pp1286
20 
Yeo, H., Kang, J., Cheong, S., and Yoon, B. 2005. Experimental study on establishment of downstream critical depth in round-crested weir. In, Proceeding of the Korea Water Resources Association Conference. pp. 1113-1117. (in Korean)
21 
Yoon, J., Song, H., Jeong, S., and Jung, J. 2014. Numerical study on pier-scour of Mankyeong and Dongjin river according to Saemanguem master plan. In, Proceeding of the Korea Water Resources Association Conference. pp. 369-374. (in Korean)
Information
  • Publisher :Korean Society of Ecology and Infrastructure Engineering
  • Publisher(Ko) :응용생태공학회
  • Journal Title :Ecology and Resilient Infrastructure
  • Journal Title(Ko) :응용생태공학회 논문집
  • Volume : 7
  • No :3
  • Pages :218-226
  • Received Date :2020. 09. 21
  • Revised Date :2020. 09. 28
  • Accepted Date : 2020. 09. 28