Abstract

This study investigates the design of unstructured mesh resolution and its impact on the modeling of barotropic tides along the United States East Coast and Gulf Coast (ECGC). A discrete representation of a computational ocean domain (mesh design) is necessary due to finite computational resources and an incomplete knowledge of the physical system (e.g., shoreline and seabed topography). The selection of mesh resolution impacts both the numerical truncation error and the approximation of the system’s physical domain. To increase confidence in the design of high-resolution coastal ocean meshes and to quantify the efficacy of current mesh design practices, an automated mesh generation approach is applied to objectively control resolution placement based on a priori information such as shoreline geometry and seabed topographic features. The simulated harmonic tidal elevations for each mesh design are compared to that of a reference solution, computed on a 10.8 million vertex mesh of the ECGC region with a minimum shoreline resolution of 50 m. Our key findings indicate that existing mesh designs that use uniform resolution along the shoreline and slowly varying resolution sizes on the continental shelf inefficiently discretize the computational domain. Instead, a targeted approach that places fine resolution in narrow geometric features, along steep topographic gradients, and along pronounced submerged estuarine channels, while aggressively relaxing resolution elsewhere, leads to a mesh with an order of magnitude fewer vertices than the reference solution with comparable accuracy (within 3% harmonic elevation amplitudes in 99% of the domain).

Highlights

  • Introduction and backgroundTwo-dimensional (2D) unstructured triangular meshes are widely used to represent the horizontal domain in the simulation of hydrodynamic processes of ocean, shelf and inland coastal water systems

  • This paper addresses the following two questions: a) How does the simulation of barotropic tides respond to the representation of shoreline geometry and seabed topography in the East Coast and Gulf Coast (ECGC) region? What are the sources of error and how do these contribute to the measured di↵erences?

  • As the minimum mesh resolution is coarsened from 50 m to 250 m, narrow waterways, tributaries, and estuaries that are smaller in horizontal length-scale than the minimum mesh resolution are automatically removed in the mesh generation process [Roberts et al, 2018]

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Summary

Introduction

Introduction and backgroundTwo-dimensional (2D) unstructured triangular meshes are widely used to represent the horizontal domain in the simulation of hydrodynamic processes of ocean, shelf and inland coastal water systems. Barotropically-driven long wave processes (tides, surge, and tsunami) with periods on the order of minutes to hours are simulated with these meshes This includes the modeling of tidal dynamics [Blanton et al, 2004; Chen et al, 2011; Pringle et al, 2018a] and the prediction of extreme water levels during high energy events such as tropical and extratropical storms [Westerink et al., 2008; Dietrich et al, 2010, 2011; Beardsley et al, 2013; Chen et al, 2013; Hope et al, 2013; Xu et al, 2013; Zheng et al, 2013; Xie et al, 2016; Cyriac et al, 2018]. As finer mesh sizes are used to reduce the truncation error, new narrower shoreline details emerge that can alter the system’s response and these aspects are difficult to incorporate into the error indicator

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