A collection of thoughts and images
by John E. Hughes Clarke
© Ocean Mapping Group, UNB
Appearing in the Hydrographic Journal (1997, no.83, p.3-10.)
For any acoustic source, at least some energy is radiated in all directions. For a simple spherical source (such as explosives) the energy is distributed equally for all solid angles. For most sonar sources, however, there is directivity (uneven distribution of radiated energy). Many sources are described as having a certain "beamwidth". This might seem to imply that energy is only radiated in a constrained solid angular sector. However what is really meant is that the "main" part of the energy is radiated within that described solid angle. Less energy (but not none) is radiated at other angles.
For our purposes, when we say the seafloor is "ensonified" do we mean:
We use sources with directivity because we wish to constrain the angular sector in which we arrive at an estimate of two-way-travel-time (TWTT) to the target (in the case of hydrography, the seabed).
For simple single beam sounders, angular beamwidths of as large as 30 degrees + were common and depth measurements relied heavily upon assumptions about the seafloor being remarkably flat so that the minimum slant range would be a reasonable approximation of the vertical depth. In contrast, for sonars that attempt to arrive at an estimate of the TWTT for an oblique ray path (or more generally, for any target that lies at a slant range beyond the first arrival), we need to be confident that we are making an estimate of the TWTT within a narrowly constrained angular sector (because the incidence angle is no longer close to zero). In this case we rely on the fact that the energy we receive has been predominantly reradiated from within only a limited solid angle. To achieve this we require a beam pattern with a directivity that matches this requirement.
In order to come up with a standard to define what size solid angle we are referring to we need a definition. The common one is the 3dB limit.
10log(1/2) = -3(.01)dB. The value of one half, expressed in dB (10log(power)) is equivalent to -3dB. When we quantitatively measure the beam pattern of an acoustic source we recognise an azimuth from source where the peak power is radiated (referred to as the boresite). If we look away from this axis we can find an angular offset at which the radiated power is a half of that radiated at the axis itself. This is the 3dB limit. In case the beam pattern is asymmetic, we measure this angle in the inverse direction along a chosen plane and the sum of the two angles is referred to as the "3dB level beamwidth" (for that plane).
For most multibeam sonars, recognising that a narrow beam is formed by the product of two planar-like beams (the transmit and one of the receives) we chose to define the beam width separately along these two planes and thus describe any beam with two 3dB beamwidth values.
For the new IHO standards, the statement 100% ensonification isn't defined. What is probably implied is a region of confidence within which any target would be recognised. There are two problems related to this desire:
This really depends upon the shape of the beam pattern outside the 3dB limits. If the remainder of the beam pattern lies at ~-4dB then a significant level of energy will be returned from other targets at equivalent slant ranges. In general however, we are dealing with beam patterns generated by approximating a line array. In these cases, the characteristic beam pattern is one of a main lobe and side lobes all separated by nulls. For this type of beam pattern. sidelobe levels are down generally < -20dB and the rate of drop off of power into the Null approximates a sinc function.:
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Figure: Beam Power Pattern |
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image showing typical beam pattern for an unshaded line array of
length about 20 wavelengths.
horizontal lines are 10 degrees apart. |
And thus whether we use the -3dB or -6dB levels has only a minor influence on our estimate of the ensonified area.
A critical issue is one of the horizontal scale of the target that is required to be found. IHO standards require about 1% vertical resolution, but state no horizontal resolution requirement. Presumably vertically mounted knitting needles/cricket stumps/telegraph poles must be located? We risk straying into the problem of feature resolution (see later discussion: effect of beamwidth on target detection) whereas we are only trying to address the "ensonification" issue at the moment.
It should be remembered that if there is any topography whose slope (in the direction of ensonification) exceeds that of the impinging ray, or has other parts of the seafloor between it and the source, it will not be ensonified, whatever the beam pattern.
This criteria becomes even more strict as the seabed gets rougher and as the beams go more and more oblique. Assuming that the source always lies above the targets of interest, it is impossible to shadow out a feature that is shoaler than the shading observed feature . Nevertheless, strictly if there are any shadows then 100% ensonification cannot be claimed.
The prime thing to remember is that the area insonified by the transmit beam completely defines the region over which returns may be identified. Thus the orientation and heave at transmit are critical. No amount of receive steering can extract information about the seafloor for regions missed by the transmit beam footprint.
FORE-AFT BEAMWIDTH
The fore-aft beamwidth will be the prime control on the along track extent of the
beam footprint. Most receive beams are much broader than this in the fore-aft
direction (with the noteable exception of the EM950/1000).
In the absence of roll and pitch and with a flat seafloor, the fore-aft footprint
distance is equal to twice the slant range times the tangent of the half beamwidth.
Strictly with transmit beam steering (for pitch or yaw stabilisation) the beam width
will enlarge. But for common steering angle of less than 5 degrees this is is a small
change (sec. of the steering angle).
PORT-STBD BEAMWIDTH
This has to be at least as wide as the required angular sector. Generally wider
by a factor relating to the maximum expected roll.
EFFECT OF ROLL
As the roll is defined about the X axis of the body frame. The transmit fore aft beam
width is unaffected. Potentially with extreme rolls, the port-starboard swath may be
extended/truncated as the transmit beam width is rotated to the side.
EFFECT OF PITCH
This translates the footprint forward or aft (by the tan of the pitch angle). If
pitch steering is applied, the footprint now reflects the intersection of the cone
of the steered transmit beam and the seafloor:
EFFECT OF YAW
This rotates the line of ensonification. If the heading change between
pings approaches half the transmit beam width, then inter ping gaps are
going to start appearing in the coverage.
EFFECT OF HEAVE
In shallow water, heave (routinely between +/-0.1m and +/-1.0m) results in a
significant change (1% to 10% in 20m of water) in the source altitude w.r.t.
the seafloor.
Heave alters the instantaneous elevation of the source
function and thus slightly enlarges
or shrinks the ensonified footprint. But this is a secondary issue. The
width of the swath is primarily controlled by heave at receive
(during which time the
effective swath width is set by the combination of angular sector and
altitude at receive).
FORE-AFT BEAMWIDTH
While this is commonly quite large (to allow for changes in pitch between
transmit and receive), this is not reflected in the fore aft dimension
of the individual beam footprints as this is already constrained by the
transmit ensonified area.
PORT-STBD BEAMWIDTH
For systems that form conventional receive beams, and which use amplitude detection
methods, the port-starboard beamwidth defines the across track individual beam
footprint (together with slant range and grazing angle). For amplitude
detection methods, this width reflects the spatial resolution of the sonar
(feature detection capability).
However a number of sonars use phase detection methods in various ways:
- Simrad "split aperture" in-beam phase method:
This method (see Simrad product literature for more details) relies on picking the
zero differential phase point within the beam bottom strike window. Because the
ability to differentiate angles based on phase is better than half the beam width
(commonly (~0.1 degrees compared to ~1.7 degrees), the bottom detection spatial
resolution across track reflects the phase resolution rather than
the physical beam width.
Thus although the physical beam footprint may be large, the system has the
ability to resolve targets at across track distances finer than this (hence the
tighter beam spacing than beam width used in EDBS modes).
- ISIS "multi row" interferometry:
In this method, the receive beams are all broad and
overlapping in the across track direction.
Angular resolution in not achieved by using narrow (across track) receive beams,
but rather by looking at
differential phase between vertically displaced transducer rows.
As with the previous method, the ability to resolve angles is based
on the ability to measure differential phase. This will depend on: the quantitisation
of the phase; the element spacing; and the noise. Phase resolution is quoted
at about 0.1degrees. As a result this system provides a time series of angle
estimates (up to 1000 per side) rather than a series of TWTT
for predetermined angles.
- ATLAS Fansweep 20 "phase detections":
Although not well explained in product literature,
the method for bottom detection used by the Fansweep 20
for the outer part of the swath appears also to rely on differential phase. Again a very
large number (up to 1440 solutions per swath) are presented which are not related to spacing
of individual preformed beams, but appear to be similar to the previous method in that they
represent a non-uniform sampled time series of angle estimates.
BEAM SPACING
Following on from the discussion above, it is easy to see how beam spacing of
conventional amplitude detect solutions can be used to estimate the spatial resolution
capability of a sonar. In contrast, for those systems that are basing their
angular discrimination on phase, the feature detection capability may be significantly
better than the physical beam spacing (if any at all).
There are two end member types of sounding solutions:
NOTE that for those systems that provide a time series of angles, the solutions are normally provided for a fixed period of time rather than within a fixed angular sector. By virtue of this approach the solutions will remain within a vertically referenced fixed angular sector whatever the roll.
EFFECT OF PITCH
As most of the sonars considered have receive beams that
are broad in the fore-aft direction,
pitch (more strictly change of pitch w.r.t that at transmission) has little effect on
the resultant beam location (pitch at transmission has already determined the
fore-aft displacement of the resulting beam footprint).
EFFECT OF YAW
Little effect on the receive beams, again because they are generally broad
in the fore-aft direction. Note for sidescans (including interferometric sidescans,
yaw can have an effect as the receive beams are narrow fore aft, and any
change in heading between transmit and receive can misalign the two beam
footprints resulting in "striping" in the backscattered data time series.
EFFECT OF HEAVE
Heave will change the altitude of the sonar w.r.t the seafloor. The effect of this
depends on whether the system is:
To graphically demonstrate the effect of motion during forward propagation on swath coverage patterns, a series of coverage plots have been generated for specific conditions of motion (with/without roll/pitch/yaw/heave and with/without roll/pitch/yaw compensation).
For all the models a constant velocity of 12 knots is used. The vessel actually propagates in a straight line (i.e.: no surge or sway), but is free to rotate about any of the three axes and to heave up and down.
The water depth selected is 20m and the sonar model used covers a 6X water depth angular sector with a Tr. beam pattern 1.2 degrees wide. The chosen repetition rate is 0.3 seconds.
The image of the seafloor exhibited is a patch of dimension 200 x 200m. The image presented is a 1200 by 1200 pixel representation of the seafloor with a pixel dimension of 17 by 17cm.
Areas coloured blue were not ensonified within the 3dB limits. Areas in greyscale were ensonified, the greyscale representing the range -3dB (black) to 0dB (white).
These sample images are not intended to represent any particular system, merely to show the effects of the differing motions (we thus choose a narrow beam, wide swath, system that wont achieve 100% overlap at these speeds in order to best illustrate the sounding distribution.
The most critical parameter to determine is the alongtrack distance that the vessel moves over during a shot repetition cycle (a ping). This will be controlled by the shot repetition rate and the vessel speed.
EFFECT OF PING PERIOD
Two-Way Transit Time:
The time taken between successive estimates of across track profiles is referred
to as the "ping period". For those system that achieve single ping ensonification
(only one transmit pulse is used to ensonify the entire across track profile
footprint) the ping period must be greater than or equal to the time taken
for sound to propagate to and from the most distant target. This will
depend on the water depth and the obliquity of the measurement. Because the sonar
does not know the depth before measurement (it can guess based on the previous depth)
it will in general wait slightly longer than the TWTT to allow for increasing depth
along track.
| Obliquity (Total Coverage) | ||||||
| 0 (vert.) | 45(2x) | 60(3.4x) | 75(7.4x) | 80(11.4x) | ||
| 10m | 0.013 | 0.019 | 0.027 | 0.052 | 0.077 | |
| 20m | 0.027 | 0.038 | 0.053 | 0.103 | 0.154 | |
| 30m | 0.040 | 0.057 | 0.080 | 0.155 | 0.230 | TWTT (seconds) |
| 40m | 0.053 | 0.075 | 0.107 | 0.206 | 0.307 | |
| 50m | 0.067 | 0.094 | 0.133 | 0.258 | 0.384 | |
Compute Time
After reception of all the energy within the desired ensonified footprint
most systems require a finite time period to do the bottom detection solution
and (depending on whether this is performed by the same or parallel machine)
the transformations necessary to compensate for orientation and water column.
Single Ping Total Period:
For most sonars the maximum ping period in shallow water is limited by the compute
time rather than the TWTT. Until the early 90's this was about 0.5 seconds. It has
since dropped to less than 0.1 seconds.
*** UPDATE *** for real examples of how the ping rate varies as a function of water depth for a number of commercially available sonars, follow this new link (01/98).
EFFECT OF SPEED
Simply the distance propagated between pings. But this distance on the seafloor can
be modulated by variations of the orientation and heave of the transducer
from ping to ping .....
*** UPDATE *** for a more up to date discussion for Active Yaw stabilisation, follow this link (03/98).
COMBINED EFFECT OF ALL MOTIONS
In all cases the model is run for 20m water depth at 12 knots.
No roll, pitch, heave or yaw is present. The images viewed are
200m wide by 16.7m high (pixel size of 16.7cm).
The regions represented by a greyscale indicate those areas that
lie within the -3dB limits of the product of the transmit and receive
beam patterns. All areas beyond the 3dB limit are coloured blue.
ELAC BottomChart (SeaBeam 1180)
ATLAS Fansweep 20 (100kHz) (6x)
*** UPDATE *** for a more up to date discussion including the since -released : RESON SeaBat 8101 and the new ELAC BottomChart Mk II (SeaBeam 1180) follow this link (01/98).
ELAC BottomChart (SeaBeam 1180)
In order to detect a target bathymetrically one needs to:
The problem is one of spatial wavelengths....
This is the problem of coverage. For an infinitely small target you have to truely have 100% coverage. If one the other hand you specify a minimum spatial dimension for the resolved target then you need only guarantee that you have a maximum inter beam footprint gap that is smaller than this dimension.
A commonly defined dimension is the "metre cubed":
The following set of images are closeups of a 12 by 12 m square of the seafloor. The image (of dimension 1200 by 1200) now has a pixel dimension of 1cm x 1cm. The sonar model for a RESON Seabat 9002 system (1.5 degree beamwidth) is run using the same parameters as previously (12 knots, 0.4 seconds for both sides in 20m of water).
The minimum footprint dimension is naturally 2*tan(0.75)*20 = 52cm. and the distance propagated between shots is 1.2m (between sides) or 2.4m (on one side). The seafloor is conveniently inscribed with 1m square lineations to show the resultant sounding density.
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Figure: 12 x 12m seabed window RESON-9002/1.5, 12 knots |
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Directly under the vessel:
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offset 20m to starboard :
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offset 40m to starboard :
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offset 60m to starboard :
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If we wanted to do better (at getting the elusive 100%) we could either:
(Ignoring for the moment the problem of defining an "equivalent" beam dimension for a phase detection system rather than an amplitude detection system)
Just because you ensonify a target does not mean you detect it. Take for example a broad beam sounder which ensonifies a patch 10m across. Within that patch there is an off-axis, 1m proud, boulder whose top lies beyond the the distance of closest approach. It will therefore not be detected bathymetrically.
If we narrow our beam width, we lower the likelyhood of loosing the boulder echo within the surrounding seafloor echo. We now need more beams to cover the same area but we are unlikely to miss targets that are larger than the beam dimension. Nevertheless we remain insensistive to topographic anomalies whose spatial dimension is small w.r.t the beam footprint.
While we have focused primarily on the new generation of swath sonars
that provide bathymetric solutions
(slant ranges and depression angles for a given azimuth), the conventional
or simple sidescan (which provides only slant range for a given azimuth) has been
the tool of choice for hydrographers for many years. By examining the modulation
of seabed backscatter (defined only in slant range and azimuth) the experienced
hydrographer has been able to recognise the likely presence of off-nadir seabed
targets. Because the seabed generally closely approximates a flat surface, the
confidence with which the hydrographer can constrain the location of that target
in horizontal position is good enough for him/her to subsequently investigate the
target using single beam technology to establish a minimum depth.
Thus while the "simple " sidescan provides no direct bathymetric measurement, it is
an efficient tool for confident off-nadir target identification. How efficient will depend, as
with the swath bathymetric systems on the imaging geometry (beam widths, speed,
repetition rate, orientation, heave). Sidescans have conventionally been deployed
as towbodies both to isolate the sonar from surface noise and motion and to achieve
a better imaging geometry (lower aspect ratio). This results in a much higher
likelyhood of casting shadows (which thus strictly violates the 100% ensonification
criteria) while aiding in target recognition.
Sidescans commonly transmit and receive on the same array and thus the beam
footprint is defined by the square of the transmit beam pattern. Along track
beam widths less than 0.75 degeees are common and the angular sector covered
extends from nadir to a maximum slant range generally limited by a predefined
shot repetition rate (rather than a predefined angular sector as is the case
with swath bathymetric sonars). For a fixed shot repetition rate,the total swath
coverage will decrease with towfish altitude. Also because a constant towfish
height is maintained w.r.t the bottom, the swath width is generally water depth
independent.
Because the sidescan only samples in slant range and not depression angle, the
result in not sensitive to roll or refraction uncertainty. As a result much wider
angular sectors are commonly acquired, and thus a wider swath width than bathymetric
sonars is common in shallow water (<20m). Inversely, again because the system only can
differentiate slant range, it has little practical resolution close to nadir where
the slant range changes only slowly.
Looking at a model example of such a sonar:
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Figure: 200m x 200m seabed window, Sidescan, 0.75deg., 10m altitude, 75m slant range |
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12 knots:
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6 knots :
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Not 100% coverage |
Almost 100% coverage remember at nadir, there is little dicrimination though |
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Figure: 12 x 12m seabed window Generic Sidescan, 0.75deg, 75m slant range 10Hz, 12 knots |
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Directly under the vessel:
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offset 20m to starboard :
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offset 40m to starboard :
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offset 60m to starboard :
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second example, same conditions, but at 6 knots.
There is an (expensive) way around this problem. That is the use of "multibeam sidescans". These systems (Huff, various references) form multiple parallel receive beams (all with the same orientation as the transmit beam, rather than orthogonal as is the case for bathymetric multibeam sonars)) displaced along the length of the towfish. This provides effectively multiple, successively displaced, ensonified areas rather than a single one, thus maintaining 100% ensonification even at much higher speeds. Such sonars, however, while affordable for the military minehunting community are (to-date) too prohibitively expensive (due to extra mechanical towfish stabilisation, and signal processing) for most Hydrographic services.