Peer-reviewed paper
Boulder detection |
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Fig. 1: Location of the investigation site west of Fehmarn (left). Water depths in the area range between 16 m and 25 m (centre)
dashed lines are the survey lines run during MBES data collection. Right: Slope calculated from the local bathymetry
aids the detection of small objects. Both for man-
Jal and automatic methods, boulder detection
was found to be more reliable, with an increas-
'ng number of pixels forming an object's repre-
sentation in backscatter (BS) mosaics (Feldens
at al. 2019). Acoustic shadows, which form be-
hind boulders, increase the number of pixels of
o0ulder representations in backscatter mosaics.
Shadow sizes increase with grazing angle, thus
“avouring towed sonar systems (Papenmeier et
al. 2020). Therefore, while the spatial resolution
af modern MBES derived backscatter information
zan rival that of side-scan sonar systems in many
relevant practical applications (depending on
water depth), their survey geometry is unfavour-
able for boulder detection in backscatter data.
However, the pixel-perfect co-registration of
depth and backscatter and derived data sets may
offset this disadvantage and facilitate boulder
detection based on MBES data. Considering the
;nterpretation of extensive areas, human experts
have difficulties in combining information of mul-
ti-dimensional data sets, while machine learning
algorithms are less limited by dimensionality and
more efficient (Yokoya et al. 2017).
In the last decade, object detection frame-
works based on convolutional neural networks
(CNN) were applied to different topics, including
remote sensing In the earth sciences (Ghamisi et
al. 2017; Zhu et al. 2017) with great success. CNNs
were used to find boulders in side-scan sonar
backscatter mosaics, showing performance com-
parable to human experts in areas of moderate to
J00d data quality (Feldens et al. 2019). It is the aim
af this case study to compare the performance of
mMultibeam echo-sounder and side-scan sonar to
'mage boulders in single-band and multi-band
data sets including depth, slope and backscatter
intensity. An object detection framework based
an a neural network is used to identify boulders
in the data sets, and the results are compared with
the interpretation of human experts
AA
119 — 06/2027
2 Methods
2.1 MBES
Multibeam echo sounder data were collected in
;ummer 2019 from the hydrographic survey ves-
zel VWFS Deneb, operated by BSH, by a state-of-
:he-art MBES system Teledyne-Reson Seabat 7125-
52. The system operates at 400 kHz with a 140°
2pening angle, a pulse length of 300 us and 512
Jeams per swath. The seafloor of the study area
Fig...1, left) was fully covered by 50 survey lines
with 100 % overlap (Fig. 1, centre). The software
"eledyne PDS was used for real-time data acquisi
rion. A combined GNSS (Global Navigation Satellite
Systems; good global but poor relative accuracy)
and INS (Inertial Navigation System; good local ac
zuracy but drifts without external reference) forms
"he basis for an accurate and reliable real-time di
‘ect georeferencing of MBES measurements. MBES
nstruments require an accurate portrayal of the
;ound speed structure of the water column. In this
zampaign, the distribution of water sound velocity
was determined by continuous profile measure
Nents using the multi-parameter online probe
sea & Sun Technology CTD 60Mc. Bathymetry data
were processed using Teledyne CARIS HIPS & SIPS.
he processing chain holds techniques for i.a. cor
‚ection of sound velocity induced effects, calcula
:ion of a georeferenced 3-D point cloud, genera
tion of 3-D surface representation of the bottom
topography, outlier detection and filtering.
To create backscatter grids with a resolution of
2.25 m based on the multibeam echo sounder
data provided as s7k-Ailes, angular variations in
ntensities were removed using the open-source
arocessing toolbox MB-System (Caress and
Zhayes 1996). A grazing angle of 40° (here, minor
variations in incidence angle have little effect on
jackscatter intensity) was used as a reference
angle. A low pass Gaussian mean filter stretching
Ave samples in the across-track and three samples
n the along-track direction was applied once to