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A glass prothole is made at the botton of a ahip for observing sea life. The hole diameter `D` is much larger than the thickness of the glass. Determine the area `S` of the field of vision at the sea botton for the porthole of the refractive index of water is `mu_(w)` and the sea depth is `h`.

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To solve the problem of determining the area \( S \) of the field of vision at the sea bottom for a porthole in a ship, we will follow these steps: ### Step 1: Understanding the Geometry We start by visualizing the situation. We have a circular porthole at the bottom of a ship, with a diameter \( D \). The porthole is submerged in water at a depth \( h \). The refractive index of water is given as \( \mu_w \). ### Step 2: Critical Angle Calculation The critical angle \( I_C \) can be determined using Snell's law. The critical angle is defined where light traveling from water to air is refracted at \( 90^\circ \): \[ \sin I_C = \frac{1}{\mu_w} \] From this, we can find \( I_C \): \[ I_C = \arcsin\left(\frac{1}{\mu_w}\right) \] ### Step 3: Finding the Tangent of the Critical Angle Using the relationship between sine and cosine, we can find \( \tan I_C \): \[ \tan I_C = \frac{\sin I_C}{\cos I_C} \] Where: \[ \cos I_C = \sqrt{1 - \sin^2 I_C} = \sqrt{1 - \left(\frac{1}{\mu_w}\right)^2} = \frac{\sqrt{\mu_w^2 - 1}}{\mu_w} \] Thus: \[ \tan I_C = \frac{\frac{1}{\mu_w}}{\frac{\sqrt{\mu_w^2 - 1}}{\mu_w}} = \frac{1}{\sqrt{\mu_w^2 - 1}} \] ### Step 4: Relating Tangent to Geometry From the geometry, we can relate the tangent of the critical angle to the dimensions of the porthole: \[ \tan I_C = \frac{x}{h} \] Where \( x \) is the horizontal distance from the edge of the porthole to the point directly below the porthole at the sea bottom. ### Step 5: Solving for \( x \) Equating the two expressions for \( \tan I_C \): \[ \frac{x}{h} = \frac{1}{\sqrt{\mu_w^2 - 1}} \implies x = \frac{h}{\sqrt{\mu_w^2 - 1}} \] ### Step 6: Calculating the Diameter of the Field of Vision The total diameter \( D_0 \) of the field of vision at the sea bottom can be expressed as: \[ D_0 = D + 2x = D + 2\left(\frac{h}{\sqrt{\mu_w^2 - 1}}\right) \] ### Step 7: Calculating the Area \( S \) The area \( S \) of the field of vision is given by the area of a circle: \[ S = \pi \left(\frac{D_0}{2}\right)^2 = \pi \left(\frac{D + 2\left(\frac{h}{\sqrt{\mu_w^2 - 1}}\right)}{2}\right)^2 \] This simplifies to: \[ S = \frac{\pi}{4} \left(D + \frac{2h}{\sqrt{\mu_w^2 - 1}}\right)^2 \] ### Final Result Thus, the area \( S \) of the field of vision at the sea bottom for the porthole is: \[ S = \frac{\pi}{4} \left(D + \frac{2h}{\sqrt{\mu_w^2 - 1}}\right)^2 \]

To solve the problem of determining the area \( S \) of the field of vision at the sea bottom for a porthole in a ship, we will follow these steps: ### Step 1: Understanding the Geometry We start by visualizing the situation. We have a circular porthole at the bottom of a ship, with a diameter \( D \). The porthole is submerged in water at a depth \( h \). The refractive index of water is given as \( \mu_w \). ### Step 2: Critical Angle Calculation The critical angle \( I_C \) can be determined using Snell's law. The critical angle is defined where light traveling from water to air is refracted at \( 90^\circ \): \[ ...
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When an object moves through a fluid, as when a ball falls through air or a glass sphere falls through water te fluid exerts a viscous foce F on the object this force tends to slow the object for a small sphere of radius r moving is given by stoke's law, F_(w)=6pietarv . in this formula eta in the coefficient of viscosity of the fluid which is the proportionality constant that determines how much tangential force is required to move a fluid layer at a constant speed v, when the layer has an area A and is located a perpendicular distance z from and immobile surface. the magnitude of the force is given by F=etaAv//z . For a viscous fluid to move from location 2 to location 1 along 2 must exceed that at location 1, poiseuilles's law given the volumes flow rate Q that results from such a pressure difference P_(2)-P_(1) . The flow rate of expressed by the formula Q=(piR^(4)(P_(2)-P_(1)))/(8etaL) poiseuille's law remains valid as long as the fluid flow is laminar. For a sfficiently high speed however the flow becomes turbulent flow is laminar as long as the reynolds number is less than approximately 2000. This number is given by the formula R_(e)=(2overline(v)rhoR)/(eta) In which overline(v) is the average speed rho is the density eta is the coefficient of viscosity of the fluid and R is the radius of the pipe. Take the density of water to be rho=1000kg//m^(3) Q. If the sphere in previous question has mass of 1xx10^(-5)kg what is its terminal velocity when falling through water? (eta=1xx10^(-3)Pa-s) A. 1.3m/s B. 3.4m/s C. 5.2m/s D. 6.5m/s

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