Abstract

Abstract. Numerical models solved on adaptive moving meshes have become increasingly prevalent in recent years. Motivating problems include the study of fluids in a Lagrangian frame and the presence of highly localized structures such as shock waves or interfaces. In the former case, Lagrangian solvers move the nodes of the mesh with the dynamical flow; in the latter, mesh resolution is increased in the proximity of the localized structure. Mesh adaptation can include remeshing, a procedure that adds or removes mesh nodes according to specific rules reflecting constraints in the numerical solver. In this case, the number of mesh nodes will change during the integration and, as a result, the dimension of the model's state vector will not be conserved. This work presents a novel approach to the formulation of ensemble data assimilation (DA) for models with this underlying computational structure. The challenge lies in the fact that remeshing entails a different state space dimension across members of the ensemble, thus impeding the usual computation of consistent ensemble-based statistics. Our methodology adds one forward and one backward mapping step before and after the ensemble Kalman filter (EnKF) analysis, respectively. This mapping takes all the ensemble members onto a fixed, uniform reference mesh where the EnKF analysis can be performed. We consider a high-resolution (HR) and a low-resolution (LR) fixed uniform reference mesh, whose resolutions are determined by the remeshing tolerances. This way the reference meshes embed the model numerical constraints and are also upper and lower uniform meshes bounding the resolutions of the individual ensemble meshes. Numerical experiments are carried out using 1-D prototypical models: Burgers and Kuramoto–Sivashinsky equations and both Eulerian and Lagrangian synthetic observations. While the HR strategy generally outperforms that of LR, their skill difference can be reduced substantially by an optimal tuning of the data assimilation parameters. The LR case is appealing in high dimensions because of its lower computational burden. Lagrangian observations are shown to be very effective in that fewer of them are able to keep the analysis error at a level comparable to the more numerous observers for the Eulerian case. This study is motivated by the development of suitable EnKF strategies for 2-D models of the sea ice that are numerically solved on a Lagrangian mesh with remeshing.

Highlights

  • 1.1 Adaptive mesh modelsThe computational model of a physical phenomenon is typically based on solving a particular partial differential equation (PDE) with a numerical scheme

  • Aydogdu et al.: Data assimilation using adaptive, non-conservative, moving mesh models posed to Eulerian, frame or (2) the model produces a specific structure, such as a front, shock wave or overflow, which is localized in space

  • We introduce a modification of the ensemble Kalman filter (EnKF) (Evensen, 2009) suitable for numerical models integrated on an adaptive moving mesh

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Summary

Introduction

1.1 Adaptive mesh modelsThe computational model of a physical phenomenon is typically based on solving a particular partial differential equation (PDE) with a numerical scheme. Numerical techniques to solve PDEs evolving in time are most often based on a discretization of the underlying spatial domain. The resulting mesh is generally fixed in time, but the needs of a given application may require the mesh itself to change as the system evolves, adapting to the underlying physics (Weller et al, 2010). For case 2, the idea is to improve computational accuracy by increasing the mesh resolution in a neighborhood of the localized structure (see, e.g., Berger and Oliger, 1984). This may be compensated by the decrease in resolution elsewhere in the domain. Some important application areas where adaptive meshes have been used are groundwater equations (Huang et al, 2002) and thin film equations (Alharbi and Naire, 2017) as well as large geophysical systems (Pain et al, 2005; Davies et al, 2011)

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