Abstract

The Dutch coast is characterized by sandy beaches flanked by dunes. Understanding the morphology of the coast is essential for defense against flooding of the hinterland. Because most dramatic changes of the beach and the first dune row happen during storms, it is important to assess the state of the coast immediately after a storm. This is expensive and difficult to organize with Airborne Laser Scanning (ALS). Therefore, the performance of a Land-based Mobile Mapping System (LMMS) in mapping a stretch of sandy Dutch coast of 6 km near the municipality of Egmond is evaluated in this research. A test data set was obtained by provider Geomaat using the StreetMapper LMMS system. Both the relative quality of laser point heights and of a derived Digital Terrain model (DTM) are assessed. First, the height precision of laser points is assessed a priori by random error propagation, and a posteriori by calculating the height differences between close-by points. In the a priori case, the result is a theoretical laser point precision of around 5 cm. In the a posteriori approach it is shown that on a flat beach a relative precision of 3 mm is achieved, and that almost no internal biases exist. In the second analysis, a DTM with a grid size of 1 m is obtained using moving least squares. Each grid point height includes a quality description, which incorporates both measurement precision and terrain roughness. Although some problems remain with the scanning height of 2 m, which causes shadow-effect behind low dunes, it is concluded that a laser LMMS enables the acquisition of a high quality DTM product, which is available within two days.

Highlights

  • The Dutch coast typically consists of a relatively flat sandy beach lined on the land side by dunes, which are partly covered by marram grass

  • The standard deviations (Std) are equal to or smaller than 3.5 mm, which denotes the relative precision of Land-based Mobile Mapping System (LMMS) laser points

  • Quality Control (QC) results showed very small numbers: the average precision of the height differences between identical points lying on the horizontal plane was 3 mm

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Summary

Introduction

The Dutch coast typically consists of a relatively flat sandy beach lined on the land side by dunes, which are partly covered by marram grass. LMMS is a complex real-time, multi-tasking and multi-sensor system, which integrates: (i) a number of line scanners and/or digital cameras for surface mapping; (ii) GNSS for positioning; and (iii) additional sensors like for example Inertial Navigation System (INS) to measure the attitude of the vehicle. Those sensors are usually mounted on a rigid platform, placed on the roof of a vehicle. The secondary objective is, to evaluate the quality of the derived DTM

An Overview of Processing Steps
Quality of Laser Point Heights
Reconstructing the Scanning Geometry
Theoretical Quality of Laser Points
Empirical Quality of Laser Points
DTM Interpolation and Quality
Data Description
Results of Theoretical Precision
Results of Height Differences of Identical Points
Comparison of Empirical and Theoretical Height Precision
Results of DTM Interpolation and Precision Estimation
Summary
Conclusions
Recommendations
Full Text
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