Vol 33 No 2 | CONTENTS |
August 2005 |
A Simple Function for Modelling Three-Dimensional Scattering Strength from the Ocean Surface
Zhi Yong Zhang
A Variation to the Sound Level Conversion Measure of Hearing Protector Performance
Warwick Williams
Relationship Between Speech Recognition and Self-Report Measures
Andrea Simpson, Hugh J. McDermott & Adam A. Hersbach
Determination of Dynamic Properties of Rail Pads using an Instrumented Hammer Impact Technique
Alex Remennikov & Sakdirat Kaewunruen
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Vol. 33, No. 2 pp 47 - 50 (2005)
ABSTRACT: Both the rough air-sea interface and entrapped air bubbles due
to wave breaking scatter sound in all directions and contribute to
so-called reverberation in active sonar. There are monostatic sonar
systems where the source and receiver are at the same position, bistatic
sonar systems where the source and receiver are separated, and
multistatic sonar systems involving multiple sources and receivers at
different positions. In monostatic situations, reverberation is mainly
due to backscattering. In bistatic and multistatic situations, forward
and out-of-plane scattering are significant contributors. The empirical
Chapman-Harris formula is often used to predict surface backscattering
strength in monostatic sonar. To better predict reverberation from the
sea surface in bistatic or multistatic sonar, a three-dimensional
scattering formula that includes a forward scattering lobe will be
desirable. Following earlier work, in this paper the separable form of
backscattering models are extended by including an expression of forward
scattering lobe obtained under the Kirchhoff approximation, taking into
account shadowing effects. Comparison with another more sophisticated
model shows that shadowing corrections are important at low grazing
angles. The formula obtained here is simple and includes scattering
effects from both the roughness of the sea surfaces and the sub-surface
bubbles. It may be useful for modelling multistatic surface
reverberations.
Vol. 33, No. 2 pp 51 - 55 (2005)
ABSTRACT: This work looks at a variation in the method of calculating
the single number rating of hearing protector attenuation performance,
the SLC80. The resulting figure has a slight variation from the current
method of calculation but comparison with 111 devices that had recently
been tested shows that in practice this difference is minimal. The
advantage of the variation in the method is that the uncertainty in
attenuation performance is reduced to one standard deviation replacing
the conventional seven standard deviations. This makes for easier error
analysis and future statistical analysis of the relative performance of
different devices.
Vol. 33, No. 2 pp 57 - 62 (2005)
ABSTRACT: The performance of a prototype digital high-power hearing
instrument was evaluated using tests of speech understanding in quiet
and a questionnaire. The subjects were 26 adults with
moderate-to-profound sensorineural hearing loss, most of whom were
experienced hearing aid users. There was no significant difference
between the group mean scores on monosyllabic word tests conducted in
quiet for the prototype device versus the subjects own hearing aids.
However, responses to the questionnaire showed that 85% of the subjects
preferred the prototype device to their own hearing aid(s). Although
there was a positive correlation between the questionnaire results and
the speech recognition score differences, overall there was a stronger
tendency for subjects to prefer the prototype device than could be
explained by their speech test results alone.
Vol. 33, No. 2 pp 63 - 67 (2005)
ABSTRACT: The repeated impact of train wheels over sleepers can reduce
the lifetime of a sleeper and degrade ballast. In more extreme cases it
can lead to the breakdown of the concrete sleeper. Concrete sleepers are
rigid compared to steel and wooden sleepers and therefore it is
necessary to provide impact attenuation to prevent premature breakdown
of the concrete. One of the measures employed to attenuate the effect of
the impact loads on concrete sleepers has been the use of the resilient
rail seat pads. Numerous analytical and numerical models have been
formulated to investigate the dynamic behaviour of railway track
substructures. All models require careful selection of the track
component properties to satisfactorily represent track vibration
response. However, there is currently no standard method available that
can be used to evaluate the dynamic properties of the rail pads. At the
University of Wollongong, an instrumented hammer was used to excite an
equivalent single degree-of-freedom system (SDOF), incorporating a rail
pad as a resilient element, to determine the dynamic properties using
methods of modal analysis. The analytical SDOF dynamic model was applied
to best fit the experimental modal measurements that were performed in a
frequency range of 0-500 Hz. The curve fitting gives such dynamic
parameters as the effective mass, dynamic stiffness, and dynamic damping
constant, all of which are required for numerical modelling of a railway
track.