낙동강수계 하천 흐름연계분석 시스템 개발 및 적용

안정민; 임태효; 이인정; 천세억; 류시완

서지반출

국문초록

본 연구에서는 기존에 구축?운영 중인 COSFIM과 FLDWAV간 연계를 통해 다기능보 상?하류 구간 등 하천내 주요 관심구 간에 대한 1차원 및 2차원 수리분석을 수행할 수 있는 시스템을 개발하고 낙동강 8개 다기능보를 대상으로 사업 전?후 수리특성 분석을 수행하였다. 각 수치모형은 활용목적에 따라 장?단점을 가지고 있기 때문에 상황에 적합한 모형을 선택 적으로 활용할 수 있을 것이며, 기존의 1차원 수리?수문 모형으로 분석할 수 있었던 선 개념?지점 개념의 정보 뿐 아니 라 추가적으로 공간?격자 개념의 정보를 제공받을 수 있는 다차원 모의를 수행함으로써 하천에서의 물리적 현상을 적절 히 고려한 공간적 수리특성을 반영한 하천관리가 가능할 것이다.

영문초록

In this study, simulation technique with multi-dimensional model(EFDC), coupled with COSFIM and FLDWAV, has been applied to the upstream and downstream of weirs for hydraulic characteristics analysis through development of system and was performed for 8 multi-function weirs on Nakdong river using developed system. COSFIM, FLDWAV and EFDC can utilize suitable model in situation because they have pros and cons according to practical use purpose. Developed technique can offers spatial and grid unit information as well as line and section unit information from 1-D modeling. It is considered that the coupling simulation technique can provide useful hydraulic information for river management and treatment.

키워드

다차원모형 EFDC 흐름연계분석시스템 Multi-dimensional Model EFDC Flow coupling analysis system

참고문헌 (20건)

Ahn, JM and Lyu, S (2012). Development of GUI system for coupling of multi-dimensional hydraulic models, J. of Korean Wetlands Society, 14(3), pp. 353-363. [Korean Literature]
Ahn, JM and Park, IH (2012). An Assessment on the hydraulic characteristics of a multi-dimensional model in response to measurement resolution and spatial interpolation methods, J. of The Korean Society for GeoSpatial Information System, 20(1), pp. 43-51. [Korean Literature]
Ahn, JM, Park, IH, Lyu, S and Hur, YT (2012). Evaluation of optimal grid resolution for hydrodynamic proper simulation, J. of The Korean Society for GeoSpatial Information System, 20(1), pp. 109-116. [Korean Literature]
Ahn, JM, Hur, YT and Lyu, S (2013). Coupling simulation with multi-dimensional models for river flow, J. of Korean Society of Civil Engineers, 33(1), pp. 1-10. [Korean Literature]
Dottori F and Todini E (2011). Developments of a flood inundation model based on the cellular automata approach: testing different methods to improve model performance, Physics and Chemistry of the Earth, 36, pp. 266-280.
Fread, DL and Lewis, JM. (1998). NWS FLDWAV model, NWS report, Hydrologic Research Laboratory, NWS Office of Hydrology, NWA, Silver Spring, MD.
Hur, YT and Park, JH (2009). Assessment of EFDC model for hydrodynamic analysis in the Nakdong river, J. of Korea Water Resources Association, 42(4), pp. 309-317. [Korean Literature]
Hur, YT, Ryoo, KS and Cha, KU (2010). Introduce of the orthogonal curves grid generation technique considering moving boundary conditions, Proceedings of 2010 Korean Society of Civil Engineers. Korean Society of Civil Engineers, pp. 2654. [Korean Literature]
Jochen ES and Brett FS (2012). Building treatments for urban flood inundation models and implications for predictive skill and modeling efficiency, Advances in water resources, 41, pp. 49-64.
Kang, H, Jang, JH, Ahn, JH and Kim, I (2011). Numerical estimations of Nakdong river flows through linking of watershed and river flow models, J. of Korea Water Resources Association, 44(7), pp. 577-590. [Korean Literature]
Kim, Y (2010). Plan of flood forecasting during four Major Rivers Restoration - management of channel and river facilities, four Major Rivers Restoration 2nd conference. Water and the Future, Korea Water Resources Association, 43(2), pp. 14-17. [Korean Literature]
Korea Water Resources Corporation (2006). Development of Coupling Operation System and Decision Support for Flood Control in the Han River Basin.
Korea Water Resources Corporation (2008). Development of Coupling Operation System and Decision Support for Flood Control in the Nakdong River Basin.
Korea Water Resources Corporation (2009). Development of Coupling Operation System and Decision Support for Flood Control in the Geum and Seomjin River Basin.
Korea Water Resources Corporation (2010). Improvement of System for Water Management and Disaster Response in the Han and Geum and Nak River Basin.
Mignot E, Paquier A and Haider S (2006). Modeling floods in a dense urban area using 2D shallow water equations, J. of Hydrology, 327, pp. 186-199.
Smagorinsky, J (1963). General circulation experiments with the primitive equation, Ⅰ. The basic experiment. Monthly Weather Review, 91, pp. 99-164.
Syme, WJ, Pinnell, MG and Wicks, JM (2004). Modeling Flood Inundation of Urban Areas in the UK Using 2D/1D Hydraulic Models, In 8th Natinal Conference on Hydraulics in Water Engineering, Australia.
Woo, H (2002). River hydraulics, Cheong Moon Gak.
Xing, F and Dehui, S (2006). An Integrated One-Dimensional and Two-Dimensional Urban Stormwater Flood Simulation Model, In J. of the American Water Resources Association, 42(3), pp. 713-724.

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