Angle of incidence and total internal reflection

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The discussion centers on the concept of total internal reflection and the angles involved. It clarifies that while the angle of incidence at point A is 40°, the answer key refers to the maximum angle of incidence being just less than 90° to achieve total internal reflection at point B. This is necessary to ensure the maximum angle of refraction is also considered. Participants are encouraged to think about ways to increase the angle of incidence at point B. Understanding these angles is crucial for applying the principles of total internal reflection effectively.
ellieee
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Homework Statement
qn: explain why a ray of light that enters the glass through surface A cannot be totally internally reflected at surface B.
Relevant Equations
n = sin I / sin r
the angle of incidence at A is 40°, then why did the answer key say "angle of incidence at A is just less than 90°". it is obvious that 40° is quite far from 90° right?
 

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Hi, and
:welcome: !​

Breaks my neck to look at your picture :mad:
ellieee said:
it is obvious that 40° is quite far from 90° right?
Yes, that is obvious. But to get a possible total internal refection at B, you need a maximum angle of refraction, and therefore a maximum angle of incidence. So they observe ( correctly :smile: !) that for a maximum angle of incidence at A
ellieee said:
angle of incidence at A is just less than 90°
##\ ##
 
BvU said:
you need a maximum angle of refraction, and therefore a maximum angle of incidence.
just to clarify, is it maximum angle of refraction and incidence at B ?
 
Can you think of a way to get a bigger angle of incidence at B ?
 
If have close pipe system with water inside pressurized at P1= 200 000Pa absolute, density 1000kg/m3, wider pipe diameter=2cm, contraction pipe diameter=1.49cm, that is contraction area ratio A1/A2=1.8 a) If water is stationary(pump OFF) and if I drill a hole anywhere at pipe, water will leak out, because pressure(200kPa) inside is higher than atmospheric pressure (101 325Pa). b)If I turn on pump and water start flowing with with v1=10m/s in A1 wider section, from Bernoulli equation I...

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