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2021 Vol.14, Issue 2 Preview Page

Research Article

June 2021. pp. 61-75
Abstract
References
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Jeon, T. M., Kim, H. I., Park, H. S., and Baek, U. I. (2006). Design of Emergency Spillway Using Hydraulic and Numerical Model-ImHa Multipurpose Dam. Proceedings of the Korea Water Resources Association Conference. 1726-1731.
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Kim, D. G., Park, S. J., Lee, Y. S., and Hwang, J. H. (2008). Spillway Design by Using Numerical Model Experiment - Case Study of AnDong Multipurpose Dam. Proceedings of the Korea Water Resources Association Conference. 1604-1608.
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Kim, J. S. (2007). Comparison of Hydraulic Experiment and Numerical Model on Spillway. Water for Future. 40(4): 74-81.
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Kim, S. H. and Kim, J. S. (2013). Effect of Chungju Dam Operation for Flood Control in the Upper Han River. Journal of the Korean Society of Civil Engineers. 33(2): 537-548. 10.12652/Ksce.2013.33.2.537
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Korean References Translated from the English

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건설교통부·한국수자원공사 (2004). 댐의 수문학적 안정성 검토 및 치수능력증대방안 기본계획 수립 보고서. 세종: 국토교통부.
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국무총리실 수해방지대책단 (2003). 수해방지대책 백서. 세종: 국무총리실.
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국토교통부 (2016). 하천공사 설계실무요령. 세종: 국토교통부.
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국토교통부 (2019). 하천설계기준해설. 세종: 국토교통부.
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김대근, 박선중, 이영식, 황종훈 (2008). 수치모형실험을 이용한 여수로 설계 - 안동다목적댐. 한국수자원학회 학술발표회. 1604-1608.
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김상호, 김지성 (2013). 충주댐 방류에 따른 댐 상하류 홍수위 영향 분석. 대한토목학회논문집. 33(2): 537-548. 10.12652/Ksce.2013.33.2.537
7
김주성 (2007). 댐 여수로부 수리 및 수치모형실험 비교 고찰. Water for Future. 40(4): 74-81.
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부산국토관리청 (2009). 낙동강수계 하천기본계획(변경). 부산: 부산국토관리청.
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전태명, 김형일, 박형섭, 백운일 (2006). 수리모형실험과 수치모의를 이용한 비상여수로 설계-임하댐. 한국수자원학회 학술발표회. 1726-1731.
10
한국수자원공사 (2021). 댐관리 규정. 대전: 한국수자원공사.
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 : 14
  • No :2
  • Pages :61-75
  • Received Date :2021. 06. 01
  • Revised Date :2021. 06. 14
  • Accepted Date : 2021. 06. 18