박사

2차원 강우유출모형을 이용한 도시 침수위험도 분석

이정영 2015년
논문상세정보
    • 저자 이정영
    • 기타서명 Urban Inundation Hazard Analysis Using Two-Dimensional Storm Water Management Model
    • 형태사항 ix, 138 p.: 삽화: 26 cm
    • 일반주기 충북대학교 논문은 저작권에 의해 보호됩니다, 지도교수: 河成龍, 참고문헌: p.133-137
    • 학위논문사항 학위논문(박사)-, 忠北大學校 大學院, 2015. 2, 環境.都市工學科 都市시스템 및 交通工學專攻
    • KDC 537.4, 5
    • 발행지 청주
    • 언어 kor
    • 출판년 2015
    • 발행사항 충북대학교
    • 주제어 2차원 홍수유출모형 침수 위험도
    유사주제 논문( 0)
' 2차원 강우유출모형을 이용한 도시 침수위험도 분석' 의 주제별 논문영향력
논문영향력 선정 방법
논문영향력 요약
주제
  • 2차원 홍수유출모형
  • 침수 위험도
동일주제 총논문수 논문피인용 총횟수 주제별 논문영향력의 평균
2 0

0.0%

' 2차원 강우유출모형을 이용한 도시 침수위험도 분석' 의 참고문헌

  • 홍수방재(Flood Disaster Mitigation)환경관리공단(2004.4)
    한건연 도심지 합류식하수관거 월류수 및 분류식 우수관거 우수유출 오염부하 기조조사 연구 [2012]
  • 서울특별시
    신월 빗물 저류배수시설 등 방재시설 확충 기본계획보고서 [2012]
  • “실시간 자료지향형 예측과 2차원 수리해석을 연계한 도시침수 저감모형 개발,”
    손아롱 박사학위논문, 경북대학교 [2013]
  • “배수체계를 고려한 도시지역 침수해석 모형,”
    이창희 최규현 한건연 방재연구논문집, 6(3), pp.133-138 [2004]
  • “국내 도시홍수 침수원인 조사 및 분석,”
    김광섭 박재홍 한건연 도시홍수재해기술연구사업단, pp.90-160 [2003]
  • “XP-SWMM모형을 적용한 도시지역의 침수해석,”
    연기석 이종형 한국방재학회논문집, Vol.8 No.5 pp.155-161 [2008]
  • “Evacuation of aged persons from inundated underground space,”inProceedings of the 8th International Conference on Urban DrainageModelling, Tokyo, 2009.
  • Yee, M. (2003),“Human Stability in Floodways,”Undergraduate Honours Thesis,School of Civil and Environmental Engineering , University of New SouthWales, Sydney, Australia.
  • Tsubaki, R., Kawahara, Y.(2013),“The Uncertainty of Local Flow Parametersduring Inundation Flow over Complex Topographies with Elevation Errors,”Journal of Hydrology, 486, pp.71-87.
  • The city of Newcastle(2012), .Newcastle city-wide Floodplain Risk ManagementStudy and Plan, pp.81-83.
  • Takahashi, S., Endoh, K. and Muro, Z-I(1992),“Experimental Study on People’sSafety against Overtopping Waves on Breakwaters,”Report on the Port andHarbour Institute, 34 (4), pp 4-31(in Japanese).
  • Sanders, BF., Schubert, JE., Gallegos, HA.(2008),“Integral Formulation ofShallow-water Equations with Anisotropic Porosity for Urban FloodModeling,” Journal of Hydrology, 362, pp.19-38.
  • Ramsbottom, D. Floyd, P. and Penning-Towsell, E. (2006),“Flood Risks toPeople,” Phase 2: Project Record. FD 2321/PR. Department forEnvironment Food and Rural Affairs, United Kingdom. pp.166.
  • Ramsbottom, D. Floyd, P. and Penning-Towsell, E. (2004),“Flood Risks toPeople,” Phase 2:Draft Inception Report.
  • Park, I.H., Lee, J.Y., Lee, J.H., Ha, S.R.(2014),“Evaluation of the Cause ofInundation in a Repeatedly Flooded Zone in the City of Cheongju, Koreausing a 1D/2D Model,”Water Science & Technology, 69(11), pp.2175-2183.
  • New South Wales State Flood Plan,(2001),“Sub-Plan of the New South WalesState Disaster Plan (DISPLAN),”State Emergency Management Committee,Sydney.
  • Neelz, S., Pender, G., Villanueva, I., Wilson, M., Wright, N.G., Bates,P., Mason, D., Whitlow, C.(2006), “Using Remotely Sensed Data toSupport Flood Modelling,”Water Management 159.
  • Mark, O., Seesakul, S., Apirumanekul, C., Aroonet, SB., Djordjevic, S.(2004),“Potential and Limitation of 1D Modeling of Urban Flooding,”Journal ofHydrology, 299(3-4), pp.284-299.
  • Lind, N., Hartford, D. and Assaf, H.(2004),“Hydrodynamic models of humanstability in a flood,”Journal of the American Water Resources Association.
  • Lichti, D., Pfeifer, N., Maas, H.-G(2008),“Terrestrial laser scanning,”ISPRSJournal of Photogrammetry and Remote Sensing(63), pp.1-3.
  • Keller, R.J and Mitsch, B. (1993),“Safety Aspects of the Design of Roadways asFloodways,” Research Report No. 69, Urban Water Research Association ofAustralia.
  • Karvonen, R.A., Hepojoki, H.K., Huhta, H.K. and Louhio, A. (2000),“The Use OfPhysical Models In Dam-Break Flood Analysis, Development of RescueActions Based on Dam-Break Flood Analysis (RESCDAM),” Final report ofHelsinki University of Technology, Finnish Environment Institute.
  • Jonkman, S.N. and Penning-Rowsell, E. (2008),“Human Instability in FloodFlows,”Journal of the American Water Resources Association, Vol. 44, No. 4, pp 1-11.
  • J.E.Shubert, B.F.Sanders(2012),“Building treatments for urban flood inundationmodels and implications for predictive skill and modelingefficiency,”Advances in Water Resources(41), pp.49-64.
  • Ishigaki, T., Baba, Y., Toda, K. and Inoue, K.(2005),“Experimental study onevacuation from underground space in urban flood,”Proc. of 31st IAHRCongress on CD-ROM, Seoul.
  • Ishigaki, T., Asai, Y., Nakahata, Y., Shimada, H., Baba, Y. and Toda, K.
  • Ishigaki T., Onishi Y., Asai Y., Toda K. and Shimada H. (2008a),“Evacuationcriteria during urban flooding in underground space,” Proc. of 11th ICUD,Scotland, UK. (on CD-ROM).
  • Ishigaki T., Kawanaka R., Onishi Y., Shimada H., Toda K. and Baba Y.
  • Institution of Engineers, Australia (1987),“Australian Rainfall and Runoff,” Vol. 1&2. (Ed: Pilgrim, D.H.) Institution of Engineers, Australia.
  • Huber, W. C. and Dickinson, R. E. (1988), Storm Water Management Model. User's Manual Ver. 4, U.S. EPA.
  • Hsu,M.H., Chen,S.H., Chang,T.J.,(2000),“Inundation simulation for urban drainagebasin with storm sewer system,” Journal of Hydrology(234), pp.21-37.
  • Horritt, M.S., Bates, P.D.(2011),“Effects of spatial resolution on a raster basedmodel of flood flow,”Journal of Hydrology(253), pp.239-249.
  • Foster, D.N. and Cox, R.J.(1973),“Stability of Children on Roads Used asFloodways,” Technical Report No. 73/13, Water Research Laboratory, TheUniversity of New South Wales, Manly Vale, NSW, Australia.
  • Floodplain management in Australia(2000), Best Preactice Principles andGuidelines, pp.72-73.
  • Fewtrell, T.J., Bates, P.D., Hunter, N.M.(2008),“Evaluating the Effect of Scale inFlood Inundation Modelling in Urban Environments,”Hydrological Processes,22, pp.5107-5118.
  • FLOODsite(2009), Building models to estimate loss of life for flood events:Integrated Flood Risk Analysisand Management Methodologies, pp.4-10.
  • FLOODsite(2008), Review of Flood Hazard Mapping: Integrated Flood RiskAnalysisand Management Methodologies, pp.48-49.
  • Engineers Australia(2010), Australian Rainfall and Runoff Revision Project 10:Appropriate Safety Criteria for People.
  • EMA (1999),“Managing the Floodplain,”Australian Emergency ManagementSeries, Part 3, Volume 3, Guide 3, Emergency Management Australia,Canberra.
  • Djordjevic, S., Prodanovic, D., Makximovic, C.(1999),“An Approach to Simulationof Dual Drainage,”Water Science and Technology, 39(5), pp.95-103.
  • Department of Environment, Climate Change and Water(2005),“NSW FloodplainDevelopment Manual,”New South Wales Government, Sydney,Department of Public Works(1986),“Floodplain Development Manual,”NewSouth Wales Government, Sydney, Australia.
  • DEFRA:Department for Environment, Food & Rural Affairs(2003), EnvironmentAgency Flood and Cooastal Defence R&D Programme: Flood Risks to PeoplePhase 1, pp.23-25.
  • Cox, R.J., Yee, M. and Ball, J.E.(2004),“Safety of People in Flooded Streets andFloodways,”8th National Conference on Hydraulics in Water Engineering,Gold Coast. The Institution of Engineers, Australia.
  • Cox, R.J. & Ball, J.E.(2001),“Stability and Safety in Flooded Streets,”Conference on Hydraulics in Civil Engineering, Hobart, The Institution ofEngineers, Australia.
  • Beven, K(1985),"Distributed model,”Hydrological Forecasting, Edited byAnderson, M.G. and Burt, T.P., John Wiley & Sons, New YorkBund / Lander-Arbeitsgemeinschaft Wasser(2006), Flood hazard map guidelinesof the German Working Group of the Federal States on Water Issues,pp.13-15.
  • Bales, J.D., Wagner, C.R.(2009),“Sources of Uncertainty in Flood InundationMaps,”Journal of Flood Risk Management 2, pp.139-147.
  • Abt, S.R, Wittler, R.J, Taylor, A and Love, DJ.(1989),“Human Stability in a HighFlood Hazard Zone,”Water Resources Bulletin, American Water ResourcesAssociation, 25(4), pp 881-890.
  • (2008b),“Assessment of safety on evacuation route during undergroundflooding,” Proc. of 16th APD-IAHR, Nanjing, China, pp.141-146.