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Alfredo Dubra's PhD thesis - Imperial College London

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2. Lateral shearing interferometer design<br />

number of camera pixels. However, we do not have an established model to describe<br />

the dynamics of tear topography. Therefore, making no assumptions on the spatial<br />

content of the tear topography, the angles of the glass wedges for the interferometer<br />

were chosen so that the carrier frequencies of the interferograms were sampled at<br />

around 8 camera pixels per fringe, with around 450 samples across each interferogram.<br />

These values correspond to a tilt between the reflected wavefronts on the front and<br />

back surfaces of the wedge of 12 mrad, and are a compromise between having high<br />

spatial frequency modulation in the interferograms and reasonable sampling.<br />

We now consider the shear introduced by the wedges, for which we recall equation 2.3<br />

I(⃗r) = I 0 (⃗r) + I 0 (⃗r + ⃗s) + 2 √ [ ]<br />

φ(⃗r + ⃗s) − φ(⃗r)<br />

I 0 (⃗r) I 0 (⃗r + ⃗s) cos<br />

s + 2πf s<br />

⃗ c · ⃗r ,<br />

where for convenience the phase difference has been multiplied and divided by the<br />

shear amplitude s. We can now see that if the shear is small in comparison with the<br />

spatial changes in the phase, the phase difference can be approximated by the phase<br />

slope in the shear direction multiplied by the shear amplitude. We can further assume<br />

that in terms of measured phase, the signal-to-noise ratio (SNR) is proportional to<br />

the shear amplitude. On the other hand, the larger the shear the smaller the area<br />

over which the pupils overlap, and so the poorer the phase estimation. Again, as with<br />

the tilt, an optimum estimation of the shear needed for the experiment would need<br />

some knowledge of the wavefronts to be measured, and therefore the choice of shear<br />

is arbitrary, and in our case is approximately 5 % of the beam diameter for a beam<br />

diameter of 3 mm. Finally, we will consider 2 % as an acceptable tolerance to the shear<br />

variation across the beam.<br />

Taking all the above in to consideration for a beam diameter of 3 mm, we reach the<br />

following values for the wedge angle δ and thickness:<br />

δ ≈ 10 arcmins, (2.15)<br />

thickness ≈ 0.4 mm, (2.16)<br />

The two glass wedges manufactured have angles 11 and 13 arcmins, and mean thicknesses<br />

0.35 and 0.70 mm respectively. The extra thickness of the second wedge will<br />

only affect the shear amplitude, but as will be shown later (see section 2.7.1), this<br />

can be compensated for by displacing the wedge along the optical axis. Both glass<br />

wedges were produced to be used at angle of incidence α 1 of 45 o and made of BK7,<br />

30

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