Dam-Break Flood Model Uncertainty Assessment: Case Study of Extreme Flooding with Multiple Dam Failures in Gangneung, South Korea

AbstractDam safety programs are informed by numerical model solutions of dam-break flood depth, extent, and timing that are uncertain owing to an imperfect mathematical and numerical representation of system dynamics as well as uncertain model parameters and input data, yet model uncertainty is rarely reported. The most extreme and damaging events of greatest interest are also the most infrequent to occur and, thus, seldom studied and poorly understood from a model uncertainty perspective. Here an extraordinary event is considered that occurred in Gangneung, South Korea, on August 31, 2002, when Typhoon Rusa dropped nearly 90 cm of rainfall over a 24 h period, causing two dams in tributary valleys to fail only a few moments apart. A two-dimensional (2D) hydrodynamic flood model is developed using the best available data, calibrated, and validated, and uncertainty is systematically examined. Sources of uncertainty include topographic and bathymetric data, breach geometry data, precipitation data, storm sur...

[1]  Brett F. Sanders,et al.  Simulation of the St. Francis Dam-Break Flood , 2007 .

[2]  Matthew D. Wilson,et al.  Modeling large‐scale inundation of Amazonian seasonally flooded wetlands , 2007 .

[3]  Brett F. Sanders,et al.  Mesh type tradeoffs in 2D hydrodynamic modeling of flooding with a Godunov-based flow solver , 2014 .

[4]  David C. Froehlich,et al.  Embankment Dam Breach Parameters and Their Uncertainties , 2008 .

[5]  P. Bates,et al.  Progress in integration of remote sensing–derived flood extent and stage data and hydraulic models , 2009 .

[6]  Brett F. Sanders,et al.  Urban coastal flood prediction: Integrating wave overtopping, flood defenses and drainage , 2014 .

[7]  P. Bates,et al.  Distributed whole city water level measurements from the Carlisle 2005 urban flood event and comparison with hydraulic model simulations , 2009 .

[8]  J. K. Vrijling,et al.  Loss of life due to floods , 2008 .

[9]  Roger Alexander Falconer,et al.  A boundary-fitted numerical model for flood routing with shock capturing , 2007 .

[10]  Eve Gruntfest,et al.  Risk factors for driving into flooded roads , 2007 .

[11]  Valerio Caleffi,et al.  Case Study: Malpasset Dam-Break Simulation using a Two-Dimensional Finite Volume Method , 2002 .

[12]  Armanda Rodrigues,et al.  Dam-Break Flood Emergency Management System , 2002 .

[13]  Paul D. Bates,et al.  SRTM vegetation removal and hydrodynamic modeling accuracy , 2013 .

[14]  R. Wood,et al.  Mortality from flash floods: a review of national weather service reports, 1969-81. , 1983, Public health reports.

[15]  M. Petti,et al.  A Numerical Model of the Wave that Overtopped the Vajont Dam in 1963 , 2013, Water Resources Management.

[16]  Pilar García-Navarro,et al.  Zero mass error using unsteady wetting–drying conditions in shallow flows over dry irregular topography , 2004 .

[17]  Honghai Qi,et al.  GIS-Based Decision Support System for Dam Break Flood Management under Uncertainty with Two-Dimensional Numerical Simulations , 2012 .

[18]  B. Sanders,et al.  Two-dimensional, high-resolution modeling of urban dam-break flooding: A case study of Baldwin Hills, California , 2009 .

[19]  Jonathan Richard Shewchuk,et al.  Triangle: Engineering a 2D Quality Mesh Generator and Delaunay Triangulator , 1996, WACG.

[20]  Marco Pilotti,et al.  1923 Gleno Dam Break: Case Study and Numerical Modeling , 2011 .

[21]  Miklas Scholz,et al.  Predicting dam failure risk for sustainable flood retention basins: A generic case study for the wider Greater Manchester area , 2012, Comput. Environ. Urban Syst..

[22]  B. Sanders,et al.  Predicting tidal flooding of urbanized embayments: A modeling framework and data requirements , 2011 .

[23]  David L. George,et al.  Adaptive finite volume methods with well‐balanced Riemann solvers for modeling floods in rugged terrain: Application to the Malpasset dam‐break flood (France, 1959) , 2011 .

[24]  B. Sanders,et al.  Unstructured mesh generation and landcover-based resistance for hydrodynamic modeling of urban flooding , 2008 .

[25]  Ezio Todini,et al.  An operational decision support system for flood risk mapping, forecasting and management , 1999 .

[26]  Paul D. Bates,et al.  Adjustment of a spaceborne DEM for use in floodplain hydrodynamic modeling , 2012 .

[27]  P. Diplas,et al.  Hydraulic Modeling of Extreme Hydrologic Events: Case Study in Southern Virginia , 2014 .

[28]  André Paquier,et al.  Modelling flash flood propagation in urban areas using a two-dimensional numerical model , 2009 .

[29]  Florian Pappenberger,et al.  Probabilistic flood forecasting and decision-making: an innovative risk-based approach , 2012, Natural Hazards.

[30]  B. Sanders Evaluation of on-line DEMs for flood inundation modeling , 2007 .

[31]  Roger L. Burritt,et al.  Appropriate small dam management for minimizing catchment‐wide safety threats: International benchmarked guidelines and demonstrative cases studies , 2012 .

[32]  Tae Hoon Yoon,et al.  Finite volume model for two-dimensional shallow water flows on unstructured grids , 2004 .

[33]  Jochen E. Schubert,et al.  Building treatments for urban flood inundation models and implications for predictive skill and modeling efficiency , 2012 .

[34]  David C. Froehlich,et al.  Peak Outflow from Breached Embankment Dam , 1989 .

[35]  M. Thiemens,et al.  Comment on “Climatic impact of the long‐lasting Laki eruption: Inapplicability of mass‐independent sulfur isotope composition measurements” by Schmidt et al. , 2014 .

[36]  Florian Pappenberger,et al.  Ensemble flood forecasting: a review. , 2009 .

[37]  Brett F. Sanders,et al.  Structural Damage Prediction in a High-Velocity Urban Dam-Break Flood: Field-Scale Assessment of Predictive Skill , 2012 .

[38]  Brett F. Sanders,et al.  Adaptive Godunov-Based Model for Flood Simulation , 2008 .

[39]  Florian Pappenberger,et al.  Challenges in communicating and using ensembles in operational flood forecasting , 2010 .

[40]  J. Neal,et al.  Reducing Inconsistencies in Point Observations of Maximum Flood Inundation Level , 2013 .

[41]  David C. Froehlich,et al.  Embankment Dam Breach Parameters Revisited , 1995 .

[42]  Hong-Ming Kao,et al.  Numerical modeling of dambreak-induced flood and inundation using smoothed particle hydrodynamics , 2012 .

[43]  B. Sanders,et al.  Calibration of stormwater management model using flood extent data , 2014 .