SHALLOW WATER MULTIBEAM ECHOSOUNDING IN JAPAN
HYDROGRAPHIC DEPARTMENT
Yoshihiro MATSUMOTO, Shoichi KOKUTA, Hirokazu
MORI and Hiroyuki YAMANO, Japan
Additional paper- not presented at the
conference, included only in the proceedings.
Key words: multibeam echosounding, hydrographic
survey, bathymetry, nautical chart.
PRESENT SITUATION OF SHALLOW WATER MULTIBEAM
ECHOSOUNDERS IN JHD
In F.Y.1999 JHD obtained three more multibeam echosounders for
shallow water (RESON SEABAT 8101: 210kHz, 150°swath). These
echosounders are expected to be used on the 20m-type survey vessels (HAMASHIO,
UZUSHIO, and ISOSHIO) belong to HDs of 3rd, 5th and 10th Regional C.
G. Hqs., and installation of them is now under way. As a result, each
20m-type survey vessel (6 deployed) comes to have her own multibeam
echosounder on her under-hull.
Now we are on the stage that we have to use them for practical
hydrographic survey to get valid soundings for nautical chart. For
this purpose, guidelines for survey and data processing have been
designed mainly by regional HDs.
In this paper we would like to introduce our hydrographic survey
systems and review practical operations of them.

Pic.1 Newly-built 20m-type survey vessels
INSTRUMENTS
On each 20m-type survey vessel of JHD, a multibeam echosounder
SEABAT 8101, RTK-OTF GPS receivers MS750, a motion sensor DMS-10 and a
GPS gyro NR230mkII are installed, and data acquisition software HYPACK
on a windows PC records data from these devices. In addition, a sound
velocimeter SVPS is prepared in order to make sound velocity
correction on the sounding data.
The multibeam echosounder SEABAT 8101 is installed on the
under-hull of the vessel. It transmits 240 kHz acoustic pulse waves at
most 30 times a second, and outputs real-time bathymetric data
shallower than 400m depth. It forms 101 beams with 1.5°x1.5°
footprint within maximum 150° swath, and outputs sounding data of
high resolution and high accuracy. The motion sensor DMS-10 outputs
attitude of survey vessel i.e. heave, roll and pitch data for
correction of soundings. The accuracy is 0.1° for roll and pitch, and
the larger hand of 5cm or 5% for heave at 0.05-10Hz frequency. The
sound velocimeter SVPS directly measures accurate sound velocity and
pressure of water shallower than 100m. The data acquisition software
HYPACK operates data acquisition and guiding of the vessel on LCD, and
furthermore offers sweep editor, sorting and plotting programs.

Fig.1 Block diagram of hydrographic data acquisition system.
SURVEYS BY MULTIBEAM ECHOSOUNDERS
Here we describe some tips required for efficient and precise
hydrographic survey with multibeam echosounders (Mori et al., 2000).
(1) Sandy or muddy area
More slanted beams sometimes returns irregular soundings, since
they are more refracted by sound velocity distribution, and their
footprints become larger. If unsounded width is planned in advance,
many supplement surveys will be required later when irregular
soundings exist at the edge of the swath. To avoid such inefficiency,
sandy or muddy area less than 30m depth should be planned to ensonify
100%.
(2) Rocky area
Multibeam echosounding is efficient to grasp distribution and shape
of rocks. Thus supplement surveys are much reduced. But in order to
distinguish peaks from noises and to ensonify shaded zones behind
shallows, swathes from adjacent survey lines should be enough
overlapped (Fig.2a).
Fig.2 Attentions to multibeam echosoundings over cheracteristic
features.
(3) Obstructions
As a whole, same consideration as for rocky area is required. When
fish heavens or rocks lie on sandy or muddy shallow water (less than
4m from the sonar head), sometimes soundings are dropped (because of
high contrast of reflection intensity) or second echo is recorded.
Adjustment of sensitivity could handle this problem, but in worse
cases doubled surveys are required: first sensitive for bottom and
second for obstructions.
(4) Dredged area
In case we miss foreign bodies, adjacent swathes should be enough
overlapped. Since dredged face sometimes can shades dredged bottom
(Fig.2b), we should plan such survey lines that can ensonify the face
and inside dredged area (Fig.2c).
Same way is applicable to the case of wharf frontage. It is important
to clear the face of wharf and pavings: while in traditional way with
single beam echosounders survey lines were planned so as not to pick
the face (Fig.2d).
(5) Patch test
In order to obtain accurate soundings, it is required to compensate
biases of motion sensor (roll, pitch, and yaw) and time latencies.
Latency of a positioning device (especially RTK-GPS) is remarkable.
Patch Test program in HYPACK is used for this purpose.
When sonar head is permanently installed on the under-hull, changes of
these biases are not expected to be large. It is recommended to set a
fixed ' test area' around a specific topographic feature and to
perform patch test in the same area every time.
DATAPROCESSING
Obtained data is transferred to a PC for processing by removable
media, and is processed in a procedure listed below.
- Compensation of biases of motion sensor (roll, pitch, yaw) and time
latencies.
- Correction of sound velocity and tide
- Detection and removal of noises
- Consideration of distribution of obstructions and shallows
- Sounding selection
As all steps proceed in digital form from survey work to data
processing, enormous data files require careful handling: unintended
removal or damage of data files is fatal on data processing.
Here we figure out the points to survey efficiently and to obtain
valid soundings for nautical chart (Mori et al., 2000).
(1) Checking irregular values of motion sensor
It is sometimes reported that motion sensors output irregular
values in some condition. (Fig.3). In such cases, soundings are
compensated wrongly; imaginary shallows may appear. To avoid this, it
is important to check outputs of motion sensors and remove such
irregularities.
Fig.3 Records of a motion sensor
(2) Removal of noises and consideration of shallows
As reflection intensity is not accessible in digital soundings, it
is difficult to distinguish noises and floats from true bottom. Spikes
shown in Fig.4 (often caused by bubbles) are easy to remove. But where
shallows such as fish heavens exists, their peaks are doubtful; floats
or noises may cover their true bottom.

Fig.4 Removal of noises
In such cases, it is required to cover the object by enough beams
of different angle from adjacent survey lines and to check if same
feature appears. For example, in the records of a survey line going to
north (Fig.5), objects, probably fish heavens, appear at A (direct
under) and B, C (starboard). In the next records going to south along
the adjacent survey line, half of whose swath overlaps the previous
one, A appears to the starboard and B and C appear direct under. By
comparing their shapes, distribution and height we can distinguish
noises from fish heavens. Where artificial features presumably exists
such as dredged area or wharf frontage, same step is required.

Fig.5 Comparison of records between adjacent survey lines
(3) Valid sounding range in a swath
Survey work would get efficient and would take the least time, if
all soundings in the swath were valid. As beams get slanted, deviation
of soundings increases: as much as 1m at the edge (Fig.6). When all
soundings are adopted and compiled, edge of the swath forms imaginary
ridges (Fig.7). To avoid this, we need to limit range to adopt
soundings in the swath. Permitted deviation of soundings is less than
20cm (±10cm) in flat area

Fig.6 Valid range to adopt soundings in the swath

Fig.7 Whale-eye-view formed from multibeam sounding data
Comparison between SEABAT8101 and conventional single beam
echosounder is reported (Yamano, 2000). In this report, soundings by
SEABAT8101(processed surface modeling) are compared with single beam
soundings along a verification line orthogonal to the previous survey
(consequently, along the direction of the swath of SEABAT)(Fig.8).
This conclusion is that soundings within 65°angle can be adopted
(Fig.9).
PROBLEMS
- Because of the frequency characteristics, lower frequency part of
heave is lost, although we have used raw output values for
compensation of soundings. For more accurate compensation of attitude,
it may be useful to associate GPS height with the heave value; the
lacked range of frequency is recovered. GPS gyro is also useful.
- Correction of ray refraction may be incomplete because measurement
of sound velocity is usually performed once a day. Beams formed by
circular array is sensitive to surface sound velocity.
Surveying with multibeam echo sounding is efficient, but on the
other hand its enormous data takes too much time to process. More
efficient multibeam editor is requested. In addition, detecting method
of abnormal data should be developed.
Fig.8 Comparison of soundings acquired by multibeam and single beam
echosounders.

Fig.9 Comparison of soundings acquired by multibeam and single beam
echosounders.
REFERENCES
Asada, A., Kokuta, S., Matsumoto, Y., Masaoka, H. 1998. Bias
Adjustment for Multi-beam Survey using SEABAT, Technical Bulletin on
Hydrography, 16, 103-107, Japan Hydrographic Department, Tokyo (in
Japanese)
Mori, H., Yamamoto, T., Tedokon, I., 2000. Hydrographic Survey
using SEABAT, Technical Bulletin on Hydrography, 18, 1-7, Japan
Hydrographic Department, Tokyo (in Japanese)
Yamano, H, 2000. (private communication)
BIOGRAPHICAL NOTE
Yoshihiro Matsumoto has studied geophysics at the Kyoto University
first at the Faculty of Science 1991-95 and then volcanology (Master's
degree) at the Division of Earth and Planetary Sciences, Graduate
School of Science 1995-97. From 1997 he has worked as Assistant
Coastal Surveys Officer at the Coastal Surveys and Cartography
Division, Hydrographic Department, Japan Coast Guard mainly engaged in
technical support on hydrographic surveys
He has following publications:
-
Bias Adjustment for Multi-beam Survey using SEABAT, Technical Bulletin
on Hydrography, 16, 103-107, Japan Hydrographic Department, Tokyo
(1998, in Japanese, Coauthored)
-
Seismic activity and ground deformation associated with 1995 phreatic
eruption of Kuju Volcano, Kyushu, Japan, Journal of Volcanology and
Geothermal Research, 81, 245-267, Elsevier Science B.V, Amsterdam
(1998, Coauthored)
-
Three-dimensional P-wave velocity structure in the uper crust beneath
Kuju Volcano, central Kyushu, Japan, Bulletin of Volcanology, 60,
147-159, Springer-Verlag, Heidelberg (1998, Coauthored)
He is a member of the The Volcanological Society of Japan and
Seismological Society of Japan.
CONTACT
Yoshihiro Matsumoto and Shoichi Kokuta
Hydrographic Dept., JCG
Hirokazu Mori
Hydrographic Dept. 1st Regional CGHqs.
Hiroyuki Yamano
Hydrographic Dept. 7th Regional CGHqs.
11 April 2001
This page is maintained by the
FIG Office. Last revised on 10-11-05.
|