적정 수로 폭의 선정과 수문이 설치된 인공 해수호수의 수위 및 유속의 변화 분석

목차 (Table of Contents)

• 요약
• Abstract
• 1. 서론
• 2. 지배방정식
• 2.1 CEA 모형
• 2.2 FLOW2DH 모형
• 3. 모형의 적용 및 결과
• 3.1 CEA 모형의 적용
• 3.2 CEA 모형의 결과
• 3.3 FLOW2DH 모형의 적용
• 3.4 FLOW2DH 모형의 결과
• 4. 결론
• 참고문헌

참고문헌 (Reference)

1 임남재, "조석의 영향을 받는 인공호수의 수리동역학적 거동에 관한 연구" 대진대학교 대학원 2011

2 한국습지학회, "송도신도시 해수호수 및 Waterfront 수리·환경분석 및 개발대안 검토 연구보고서" 2011

3 장창환, "비점착성 퇴적환경변화 예측기술개발" 국민대학교 대학원 2010

4 Flather, R. A, "Tidal computations for Morecamble Bay. Geophys. J. R. Astro. Soc. 42"

5 Keulegan, G. H, "Tidal Flow in Entrances Water-Level Fluctuations of Basins in Communications with Seas, Technical Bulletin No. 14, Committee on Tidal Hydraulics, U. S. Army Engineer Waterways Experiment Station, Vicksburg, MS" Committee on Tidal Hydraulics, U.S. Army Engineer Waterways Experiment Station, Vicksburg, MS. 1967

6 Keulegan, G. H, "Third Progress Report on Tidal Flow in Entrances, Water Level Fluctuations of Basins in Communication with Seas" National Bureau of Standards, Washington, DC 1951

7 Boussinesq, J, "Theorie des ondes et de remous quise propagent le long d'un canal rectangulaire horizontale, en communiquant an liquis contenue dans le canal des vitesses sensiblement pareilles de la surface au fond, J. Math" 2 (2): 55-108, 1872

8 King, D. B, "The Dynamics of Inlets and Bays" Coastal and Oceanographic Engineering Laboratory, University of Florida, Gainesville 1974

9 U.S. Army Corps of Engineers, "The Coastal Engineering Manual (CEM), Part II-Chapter 6"

10 Brown, E. I, "Inlets on Sandy Coasts, Proceedings of the American Society of Civil Engineers" 54 : 505-523, 1928

11 Escoffier, F. F, "Inlet Stability Solutions for Tributary Inflow, Journal of the Waterway, Port, Coastal and Ocean Division" 105 (105): 341-355, 1979

12 U.S. Army Corps of Engineers, "Channel Equilibrium Area User’s Guide"