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Standing Waves

All the expressions above are for progressive waves travelling, with celerity tex2html_wrap_inline15757 , in the positive x-direction. For each situation considered the real part of the interface has the form

equation5844

and the velocity has the form (where we are now considering only the real part)

equation5847

where tex2html_wrap_inline15985 and tex2html_wrap_inline13449 are also functions of the frequency and wavenumber and tex2html_wrap_inline15989 may be zero. The corresponding expressions for a standing wave can be found by considering the superposition of two waves travelling in opposite directions with the same frequency and with half the amplitude tex2html_wrap_inline15991 . These two waves have interfaces and velocities given by

equation5862

The interface tex2html_wrap_inline15993 and the velocities tex2html_wrap_inline15995 and tex2html_wrap_inline15997 of the corresponding standing wave are the sum of the two progressive waves:

equation5885

Thus if a progressive wave is damped at a rate tex2html_wrap_inline12303 : tex2html_wrap_inline16001 then a standing wave will be damped at the same rate. The ratio of the interface amplitude to the amplitudes of the horizontal and vertical velocities, tex2html_wrap_inline16003 and tex2html_wrap_inline13449 respectively, are the same for progressive and standing waves as is the frequency. The x and t dependence are different.



James Buick
Tue Mar 17 17:29:36 GMT 1998