References
- Cha, Y.K. and Y.H. Kim. 2002. Protection of river inundation by hydraulic structures in meandering rivers. Journal of The Korean Society of Civil Engineers 22(3B):341-351 (차영기, 김이현. 2002. 만곡하천에서 수공구조물에 의한 하천범람 예방. 대한토목학회논문집 22(3B):341-351).
- Choi, I.H., Y.J. Park, J.H. Kim and J.W. Song. 2001. A study on the estimation of local scour depth around nonuniform pier with footing in river bends. Journal of The Korean Society of Civil Engineers 21(4B):393-402 (최인호, 박영진, 김지호, 송재우. 2001. 하천 만곡부에 위치한 기초를 갖는 불균일 교각에서의 국부세굴심 산정에 관한 연구. 대한토목학회논문집 21(4B):393-402).
- Choi, S.Y. and K.Y. Han. 2009. Establishment of equi-distance river cross section and finite element mesh using ArcView and observed cross section. Journal of the Korean Association of Geographic Information Studies 12(4):95-112 (최승용, 한건연. 2009. ArcView와 실측단면을 이용한 등간격 하도단면 및 유한요소망 구축. 한국지리정보학회지 12(4):95-112).
- Donnell, B.P. 2006. Users Guide To RMA2 WES Version 4.5. U.S. Army Corps of Engineers Waterway Experiment Station.
- Duan, J.G. and P.Y. Julien. 2010. Numerical simulation of meandering evolution. Journal of Hydrology 391(1-2):34-46. https://doi.org/10.1016/j.jhydrol.2010.07.005
- Dulal, K.P., K. Kobayashi, Y. Shimizu and G. Parker. 2010. Numerical computation of free meandering channels with the application of slump blocks on the outer bends. Journal of Hydro-Environment Research 3(4):239-246. https://doi.org/10.1016/j.jher.2009.10.012
- Han, G.Y., J.T. Lee and H.T. Kim. 1993. Finite element model for the hydrodynamic analysis in a river. Journal of Korea Water Resources Association 26(3):87-101 (한건연, 이종태, 김홍태. 1993. 하천에서의 동수역학적 유동해석을 위한 유한요소모형의 개발. 한국수문학회지 26(3):87-101).
- Hicks, F.E. and P.M. Steffler. 1995. Comparison of finite element methods for the St. Venant equations. International Journal for Numerical Methods in Fluids 20(2):99-113. https://doi.org/10.1002/fld.1650200202
- Jang, C.L. and K.S. Jung. 2006. Numerical experiments of bar migration in meandering channels. Journal of The Korean Society of Civil Engineers 26(2B):209-216 (장창래, 정관수. 2006. 사행하천에서 사주의 이동특성에 관한 수치실험. 대한토목학회논문집 26(2B):209-216).
- Jung, J.W., H.S. Han and S.E. Yoon. 2000a. An analysis of the flow and bed topography characteristics of curved channels with numerical model. Journal of Korea Water Resources Association 33(1):111-121 (정재욱, 한정석, 윤세의. 2000a. 수치모형에 의한 만곡수로의 흐름 및 하상 특성 분석. 한국수자원학회논문집 33(1):111-121).
- Jung, J.W., H.S. Jung, J.S. Lee and S.E. Yoon. 2000b. An analysis of the flow characteristics in curved channels using RMA-2 model. Journal of The Korean Society of Civil Engineers 20(4B):479-489 (정재욱, 정현수, 이종설, 윤세의. 2000b. RMA-2 모형을 이용한 만곡수로의 흐름특성 분석. 대한토목학회논문집 20(4B):479-489).
- Kim, B.H. and K.Y. Han. 2009. Application of 2D numerical model for natural rivers using GIS. Journal of the Korean Association of Geographic Information Studies 12(3):128-142 (김병현, 한건연. 2009. GIS를 이용한 2차원 수치모형의 자연하천 적용. 한국지리정보학회지 12(3):128-142).
- Kim, Y.S., C.L. Jang, G.H. Lee and K.S. Jung. 2010. Investigation of flow characteristics of sharply curved channels by using CCHE2D model. Journal of Korean Society of Hazard Mitigation 10(5):125-133 (김연수, 장창래, 이기하, 정관수. 2010. CCHE2D모형을 이용한 급만곡부의 흐름특성 분석. 한국방재학회논문집 10(5):125-133).
- Kim, Y.T., J.H. Kim, Y.J. Park and J.W. Song. 1997. A comparative study of selected transverse water surface slope models in curved channels. Journal of The Korean Society of Civil Engineers 17(II-2):129-135 (김윤태, 김지호, 박영진, 송재우. 1997. 만곡수로에서의 횡방향 수면경사 산정모형의 비교 연구. 대한토목학회논문집 17(II-2):129-135).
- King, I.P. 1976. Finite element models for unsteady flow routing through irregular channels. Proceedings of Finite Elements in Water Resources. London, pp.165-184.
- Lee, N.J., Y.D. Kim, J.H. Kwon and C.K. Shin. 2007. Two-dimensional numerical modeling of water quality variation by gates operation in the Seonakdong river. Journal of the Korean Societyh of Water and Wastewater 21(1):101-112 (이남주, 김영도, 권재현, 신찬기. 2007. 수문운영에 따른 서낙동강 수질변화에 관한 이차원 수치모의. 상하수도학회지 21(1):101-112).
- Ministry of Land, Transport and Maritime Affairs. 2010. Gamcheon River Basic Plan Report (국토해양부. 2010. 감천하천기본계획보고서).
- Shim, K.O., J.H. Lee, K.H. Huh and J.Y. Kim. 2004. Analysis of the characteristics of damageing factors in curved channel - fucus on the Namdae stream in GangNeung city -. Journal of Korean Society of Hazard Mitigation 4(4):13-19 (심기오, 이준호, 허경한, 김진영. 2004. 하천만곡부의 피해인자 특성 조사 분석 - 강릉시 남대천을 중심으로 -. 한국방재학회논문집 4(4):13-19).
- Son, A.L., J.H. Ryu and K.Y. Han 2011. A study of flow characteristics in meandering river. Journal of Korean Society of Hazard Mitigation 11(3):191-200 (손아롱, 류종현, 한건연. 2011. 사행하천에서의 흐름특성 비교에 관한 연구. 한국방재학회논문집 11(3):191-200). https://doi.org/10.9798/KOSHAM.2011.11.3.191
- Song, G.S., I.W. Seo and Y.D. Kim. 2012. Analysis of secondary current effect in the modeling of shallow flow in open channels. Advances in Water Resources 41:29-48. https://doi.org/10.1016/j.advwatres.2012.02.003
- Xiao, Y., X.J. Shao, H. Wang and G. Zhou. 2012. Formation process of meandering channel by a 2D numerical simulation. International Journal of Sediment Research 27(3):306-322. https://doi.org/10.1016/S1001-6279(12)60037-7