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chapter 36 - Vestibular Mechanics - KEMT FEI TUKE

chapter 36 - Vestibular Mechanics - KEMT FEI TUKE

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FIGURE <strong>36</strong>.5 Schematic structure of the semicircular canal showing a cross-section through the canal duct and<br />

utricle. Also shown in the upper right corner is a cross-section of the duct. R is the radius of curvature of the<br />

semicircular canal, a is the inside radius to the duct wall, and r is the spacial coordinate in the radial direction of<br />

the duct.<br />

We are interested in the flow of endolymph fluid with respect to the duct wall, and this requires that<br />

the inertial motion of the duct wall RΩ be added to the fluid velocity u measured with respect to the<br />

duct wall. The curvature of the duct can be shown to be negligible since a R, and no secondary flow<br />

is induced; thus the curve duct can be treated as straight. Pressure gradients arise from two sources in<br />

the duct: (1) the utricle, (2) the cupula. The cupula when deflected exerts a restoring force on the<br />

endolymph. The cupula can be modeled as a membrane with linear stiffness K = ∆p/∆V, where ∆p is the<br />

pressure difference across the cupula and ∆V is the volumetric displacement, where<br />

© 2000 by CRC Press LLC<br />

t a<br />

= π ( )<br />

0 0<br />

∆V 2 u r, t rdr dt<br />

(<strong>36</strong>.11)<br />

If the angle subtended by the membranous duct is denoted by β, the pressure gradient in the duct<br />

produced by the cupula is<br />

The utricle pressure gradient can be approximated [see Van Buskirk, 1977] by<br />

∫<br />

∫<br />

∂<br />

∂ =<br />

p K∆V z βR<br />

∂<br />

∂ =<br />

p ( 2π−β) ρRα z β<br />

(<strong>36</strong>.12)<br />

(<strong>36</strong>.13)<br />

When this information is substituted into the Navier-Stokes equation, the following governing equation<br />

for endolymph flow relative to the duct wall is obtained:<br />

( ) +<br />

∂<br />

∂ +<br />

⎛ π⎞<br />

⎜ ⎟ =−<br />

⎝ ⎠<br />

π<br />

u<br />

K<br />

∂ ⎛ ∂ ⎞<br />

R<br />

rdr dt v<br />

t ∫ ∫<br />

∂<br />

⎜r<br />

R<br />

r r⎝<br />

∂<br />

⎟<br />

⎠<br />

u<br />

t a<br />

2 2 1<br />

α<br />

u<br />

β ρβ 0 0<br />

r<br />

(<strong>36</strong>.14)

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