First-order uncertainty analysis using Algorithmic Differentiation of morphodynamic models
暂无分享,去创建一个
Uwe Naumann | Jan Riehme | Rebekka Kopmann | Uwe Merkel | Catherine Villaret | David Wyncoll | U. Naumann | D. Wyncoll | J. Riehme | C. Villaret | U. Merkel | R. Kopmann
[1] Uwe Naumann,et al. Uncertainty quantification based on forward sensitivity analysis in SISYPHE , 2010 .
[2] Uwe Naumann,et al. Reverse engineering of initial and boundary conditions with TELEMAC and algorithmic differentiation , 2013 .
[3] Long Chen. FINITE ELEMENT METHOD , 2013 .
[4] Uwe Naumann,et al. A differentiation-enabled Fortran 95 compiler , 2005, TOMS.
[5] Peter Stansby,et al. Coastal hydrodynamics – present and future , 2013 .
[6] Uwe Naumann,et al. The Art of Differentiating Computer Programs - An Introduction to Algorithmic Differentiation , 2012, Software, environments, tools.
[7] F. Pappenberger,et al. Ignorance is bliss: Or seven reasons not to use uncertainty analysis , 2006 .
[8] L. Rijn,et al. Mathematical modelling of morphological processes in the case of suspended sediment transport , 1987 .
[9] M. Stein. Large sample properties of simulations using latin hypercube sampling , 1987 .
[10] Leo C. van Rijn,et al. Unified View of Sediment Transport by Currents and Waves. II: Suspended Transport , 2007 .
[11] Rebekka Kopmann,et al. Morphodynamic modeling using the Telemac finite-element system , 2013, Comput. Geosci..
[12] C. S. Melching. An improved first-order reliability approach for assessing uncertainties in hydrologic modeling , 1992 .
[13] J. Hervouet. Hydrodynamics of Free Surface Flows: Modelling with the Finite Element Method , 2007 .
[14] Andrea Saltelli,et al. An effective screening design for sensitivity analysis of large models , 2007, Environ. Model. Softw..
[15] C. Villaret,et al. Sediment transport modelling for coastal morphodynamics. , 2003 .
[16] X. Bertin,et al. Space and time variability of uncertainty in morphodynamic simulations , 2009 .
[17] Jeremy E. Oakley,et al. Bayesian Inference for the Uncertainty Distribution , 2000 .
[18] A. O'Hagan,et al. Bayesian inference for the uncertainty distribution of computer model outputs , 2002 .
[19] Jan Riehme,et al. Using reliability analysis in morphodynamic simulation with TELEMAC-2D/SISPHYE , 2012 .
[20] Ben Gouldby,et al. Integrating a multivariate extreme value method within a system flood risk analysis model , 2015 .
[21] R. Kopmann,et al. Comparison of different reliability analysis methods for a 2 D morphodynamic numerical model of River Danube , 2010 .
[22] L. C. van Rijn,et al. Intercomparison of research and practical sand transport models , 2002 .
[23] C. Villaret,et al. Dealing with Dry Zones in Free Surface Flows: A New Class of Advection Schemes , 2011 .
[24] H. M. Bücker,et al. Sensitivities of flow and transport parameters in fractured porous media using automatic differentiation , 2006 .
[25] André B. Fortunato,et al. Sensitivity analysis of non-cohesive sediment transport formulae , 2006 .
[26] M. van der Wegen,et al. Towards a probabilistic assessment of process-based, morphodynamic models , 2013 .
[27] R Core Team,et al. R: A language and environment for statistical computing. , 2014 .
[28] Mick van der Wegen,et al. Bed composition generation for morphodynamic modeling: case study of San Pablo Bay in California, USA , 2011 .
[29] L. Rijn. Unified view of sediment transport by currents and waves. I: Initiation of motion, bed roughness, and bed-load transport , 2007 .
[30] B. Merz,et al. Flood risk assessment and associated uncertainty , 2003 .