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2023 Vol.16, Issue 2 Preview Page

Original Article

30 June 2023. pp. 57-63
Abstract
References
1
Brown, S. A. (1985). Design of Spur-Type Streambank Stabilization Structures. U.S. DOT FHWA. Report No. FHWA/RD-84/101.
2
Byun, Hyun Hyuk. (2013). Analysis of Three-dimensional Flow Characteristics around a Groyne by PIV Hydraulic Experiments. M.S. Thesis. Myongji University.
3
Fukuoka, S. and A. Watanabe. (1992). Theoretical Study of Flow and Bed Profiles in Vane Installed Curved Channels. Japanese Society Civil Engineering. 1992(447): 45-54. 10.2208/jscej.1992.447_45
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Kim, Jin Hong, Hyo Sub Woo, Sung Sik Ahn, and Yong Min Wee. (2003). Development of Natural Groin - Targeting Medium-sized Rivers -. Proceedings of the Korea Water Resources Conference. 409-412.
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Korea Water Resources Association. (2009). Explanation of River Design Standards. Seoul: KWRA.
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Noh, Hae Min. (2019). An Analysis on the Characteristics of Submerged Vane on Riverbed Scour in Meandering River. M.S. Thesis. Chungbuk National University.
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Park, Hyo Gil, Sung Soon Jung, Chul Moon Kim, Won Sik Ahn, and Hong Kee Jee. (2011). The Study on Stability Channel Technology by Using Groyne in Alluvial Stream - Riverside Protection Techniques by Using Groyne -. Journal of Wetlands Research. 13(1): 79-94.
8
Park, Kab Yul. (2014). Analysis of Flow Characteristics around Vertical Groynes Associated with Various Groyne Spacing Using PIV. M.S. Thesis. Myongji University.
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Yeo, Hong Koo, Joon Gu Kang, Sung Jung Kim, and Young Sin Rho. (2005). Experimental Study on Groynes Length and Permeability Change in Flat-Bed Channel Flow. Proceedings of the Korea Water Resources Conference. 959-964.
10
Yeo, Hong Koo, Joon Gu Kang, Sung Jung Kim, and Young Sin Rho. (2006). An Experimental Study on Scout Area around Groynes with Permeability and Install Angle. Journal of Korea Water Resources Association. 39(7): 583-592. 10.3741/JKWRA.2006.39.7.583

Korean References Translated from the English

1
김진흥, 우효섭, 안성식, 위용민 (2003). 자연형 수제의 공법 개발 - 중규모 하천을 대상으로 -. 한국수자원학회 학술대회. 409-412.
2
노해민 (2019). 하천만곡부 하상세굴에 미치는 수중수제의 특성분석. 석사학위논문. 충북대학교.
3
박갑렬 (2014). PIV 기법을 이용한 직각수제의 설치간격 변화에 따른 흐름특성 분석. 석사학위논문. 명지대학교.
4
박효길, 정성순, 김철문, 안원식, 지홍기 (2011). 충적하천에서 수제에 의한 안정하도 확보기술에 관한 연구 - 수제에 의한 하안보호 기법 -. 한국습지학회지. 13(1): 79-94.
5
변현혁 (2013). PIV 수리실험을 통한 수제 주변의 3차원적 흐름 특성 분석. 석사학위논문. 명지대학교.
6
여홍구, 강준구, 김성중, 노영신 (2005). 수제길이와 투과율에 따른 수로흐름에 대한 실험적 연구. 한국수자원학회 학술대회. 959-964.
7
여홍구, 강준구, 김성중, 노영신 (2006).투과율과 설치각도에 대한 수제주변 세굴영역에 관한 실험 연구. 한국수자원학회 논문집. 39(7): 583-592. 10.3741/JKWRA.2006.39.7.583
8
한국수자원학회 (2009). 하천설계기준 ‧ 해설. 서울: 한국수자원학회.
Information
  • Publisher :Korean Society of Disaster and Security
  • Publisher(Ko) :한국방재안전학회
  • Journal Title :Journal of Korean Society of Disaster and Security
  • Journal Title(Ko) :한국방재안전학회 논문집
  • Volume : 16
  • No :2
  • Pages :57-63
  • Received Date : 2023-06-02
  • Revised Date : 2023-06-05
  • Accepted Date : 2023-06-20