Abstract

The Delaunay triangulation is the standard choice for building triangulated irregular networks (TINs) to represent terrain surfaces. However, the Delaunay triangulation is based only on the 2D coordinates of the data points, ignoring their elevation. This can affect the quality of the approximating surface. In fact, it has long been recognized that sometimes it may be beneficial to use other, non-Delaunay, criteria that take elevation into account to build TINs. Data-dependent triangulations were introduced decades ago to address this exact issue. However, data-dependent trianguations are rarely used in practice, mostly because the optimization of data-dependent criteria often results in triangulations with many slivers (i.e., thin and elongated triangles), which can cause several types of problems. More recently, in the field of computational geometry, higher order Delaunay triangulations (HODTs) were introduced, trying to tackle both issues at the same time—data-dependent criteria and good triangle shape—by combining data-dependent criteria with a relaxation of the Delaunay criterion. In this paper, we present the first extensive experimental study on the practical use of HODTs, as a tool to build data-dependent TINs. We present experiments with two USGS 30m digital elevation models that show that the use of HODTs can give significant improvements over the Delaunay triangulation for the criteria previously identified as most important for data-dependent triangulations, often with only a minor increase in running times. The triangulations produced have measure values comparable to those obtained with pure data-dependent approaches, without compromising the shape of the triangles, and can be computed much faster.

Highlights

  • Triangulated irregular networks (TINs) provide one of the basic ways to represent surfaces in GIS

  • We present an extensive study on the practical use of higher order Delaunay triangulations (HODTs), as a way to build data-dependent triangulations

  • This work studied the practical use of higher order Delaunay triangulations as a tool to implement data-dependent triangulations

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Summary

Introduction

Triangulated irregular networks (TINs) provide one of the basic ways to represent surfaces in GIS. A TIN is constructed from a set of sample points, by triangulating the points in 2D. The resulting triangulation gives a continuous interpolating surface that is piecewise linear, in which each face is a triangle. The elevations of the vertices of the triangles are known, since they correspond to sample points, while the elevation for any other point can be computed by linear (or higher degree) interpolation based on the triangle containing it. It is well-known that a set of two dimensional points can be triangulated in many different ways. In practice, the question of what triangulation to use rarely arises while constructing TINs with GIS: most GIS will use the Delaunay triangulation

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