Abstract

Abstract. This paper presents the possibilities for using an unmanned aerial system for evaluation of the condition of levees. The unmanned aerial system is equipped with two types of sensor. One is an ultra-light laser scanner, integrated with a GNSS receiver and an INS system; the other sensor is a digital camera that acquires data with stereoscopic coverage. Sensors have been mounted on the multirotor, unmanned platform the Hawk Moth, constructed by MSP company. LiDAR data and images of levees the length of several hundred metres were acquired during testing of the platform. Flights were performed in several variants. Control points measured with the use of the GNSS technique were considered as reference data. The obtained results are presented in this paper; the methodology of processing the acquired LiDAR data, which increase in accuracy when low accuracy of the navigation systems occurs as a result of systematic errors, is also discussed. The Iterative Closest Point (ICP) algorithm, as well as measurements of control points, were used to georeference the LiDAR data. Final accuracy in the order of centimetres was obtained for generation of the digital terrain model. The final products of the proposed UAV data processing are digital elevation models, an orthophotomap and colour point clouds. The authors conclude that such a platform offers wide possibilities for low-budget flights to deliver the data, which may compete with typical direct surveying measurements performed during monitoring of such objects. However, the biggest advantage is the density and continuity of data, which allows for detection of changes in objects being monitored.

Highlights

  • Direct surveying measurements, such as tacheometry, levelling or GNSS measurements, are surveying techniques that are mostly applied to the inventory and monitoring of levees

  • The accuracy of matching point clouds using the given method was determined by the difference between the digital terrain model from the matched point cloud and the digital terrain model from the reference point cloud

  • The highest accuracy was obtained for the Iterative Closest Point (ICP) footprints-intersection-based method - the expected matching accuracy equalled approx. 5 cm

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Summary

Introduction

Direct surveying measurements, such as tacheometry, levelling or GNSS measurements, are surveying techniques that are mostly applied to the inventory and monitoring of levees. Such measurements are characterized by their very high accuracy in the order of centimetres. Thousands of kilometres of levees of various categories, size and conditions should be permanently monitored This requires acquisition of huge amounts of data. Remote and more efficient techniques of measurements such as photogrammetry and remote sensing could fulfil efficiency requirement for this task. They have been considerably developed with respect to their accuracy recently. They are characterized by lower costs, higher effectiveness and shorter data acquisition time

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