Section 17.8 Static Fluid Bootcamp
Subsection 17.8.1 Pressure
Problem 17.8.1. Balancing Force by Gas Pressure.
Follow the link: Checkpoint 17.2.2.
Problem 17.8.2. Pressure of Same Magnitude Force Acting on a Pin Versus on a Nail.
Follow the link: Checkpoint 17.2.3.
Problem 17.8.3. Conversion Among Units of Pressure.
Follow the link: Checkpoint 17.2.4.
Problem 17.8.4. Opening a Door on a Windy Day - Handling Pressure Difference.
Follow the link: Checkpoint 17.2.5.
Subsection 17.8.2 Pressure in a Fluid near Earth
Problem 17.8.5. Pressure at the Bottom of Pool.
Follow the link: Checkpoint 17.3.1.
Problem 17.8.6. Pressure in a Tank of Water on Moon.
Follow the link: Checkpoint 17.3.2.
Problem 17.8.7. Pressure in a Sealed Container of Air.
Follow the link: Checkpoint 17.3.3.
Problem 17.8.8. Air Pressure Above Earth's Surface.
Follow the link: Checkpoint 17.3.4.
Problem 17.8.9. (Calculus) Solving Pressure Varying with Height Equation.
Follow the link: Checkpoint 17.3.5.
Problem 17.8.10. (Calculus) Solving Pressure Varying with Height Equation - Exponetially Dropping.
Follow the link: Checkpoint 17.3.6.
Subsection 17.8.3 Pressure Measurements
Problem 17.8.11. Fluid Heights in an Open U-tube.
Follow the link: Checkpoint 17.4.4.
Problem 17.8.12. A U Tube of Different Cross Sections and Different Liquids.
Follow the link: Checkpoint 17.4.5.
Problem 17.8.13. Ratio of Heights of Two Fluids on Two Sides of U-tube (JEE, 2020).
Follow the link: Checkpoint 17.4.8.
Subsection 17.8.4 Pascal's Principles
Problem 17.8.14. Pressure Changes from Weight of a Block Placed on Piston.
Follow the link: Checkpoint 17.5.2.
Problem 17.8.15. Pressure Change in Oil Tank.
Follow the link: Checkpoint 17.5.3.
Problem 17.8.16. Lifting a Car Using a Hydraulic Jack.
Follow the link: Checkpoint 17.5.5.
Problem 17.8.17. Balancing a Truck and its Load by a Hydraulic Jack.
Follow the link: Checkpoint 17.5.7.
Subsection 17.8.5 Archimedes' Principle
Problem 17.8.18. Pushing Down a Ball Filled with Air into Water.
Follow the link: Checkpoint 17.6.2.
Problem 17.8.19. Density from Apparenet Weight of Fully Submerged Body.
Follow the link: Checkpoint 17.6.3.
Problem 17.8.20. Floating Steel Container in Water.
Follow the link: Checkpoint 17.6.4.
Problem 17.8.21. Thickness of a Closed Cubical Aluminum Box Floats in Water.
Follow the link: Checkpoint 17.6.6.
Problem 17.8.22. (Calculus) Work for Pushing a Wooden Block Under Water.
Follow the link: Checkpoint 17.6.7.
Subsection 17.8.6 Surface Tension
Problem 17.8.23. Surface Energy of a Water Droplet.
Follow the link: Checkpoint 17.7.2.
Problem 17.8.24. Surface Energy in a Mercury Film.
Follow the link: Checkpoint 17.7.3.
Problem 17.8.25. Surface Energy in Blowing an Olive Oil Bubble.
Follow the link: Checkpoint 17.7.4.
Problem 17.8.26. (Calculus) Height of Liquid Above a Test Tube Rim Before Flow Begins (JEE, 2020).
Follow the link: Checkpoint 17.7.6.
Problem 17.8.27. Surface Tension from Capillary Action.
Follow the link: Checkpoint 17.7.12.
Problem 17.8.28. Contact Angle in Capillary Tube in Water.
Follow the link: Checkpoint 17.7.13.
Subsection 17.8.7 Miscellaneous
Problem 17.8.29. Pressure in Tank with Two Liquids.
A tank is filled with water to \(\frac{1}{4}\) of the height, and the rest is filled with oil of density \(0.7\text{ g/cc}\text{.}\) How does the pressure in the tank vary with depth?
Use the \(p(h) = p_0 + \rho g h\) formula. Your answer will be a stepwise function.
\(p_0 + \rho_1 g y\) and \(p_0 + \rho_1 g h_1 + \rho_2 g (y-h_1)\) depending on \(y\text{.}\)
We can use the \(p(h) = p_0 + \rho g h\) formula to build the formula we need here. We use \(p_0\) for the atmospheric pressure. Let \(y\)-axis point down with \(y=0\) at the top of the oil layer. The formula for \(p(y)\) here will be a step-wise function of \(y\text{.}\)

Let \(\rho_1\) and \(\rho_2\) represent the densities of the oil and water respectively, and \(h_1\) and \(h_2\) are the heights of the liquids. Then we get the following for the pressure at various depths, as given by the \(y\)-coordinate, in the liquid.
Problem 17.8.30. Weigth Supported by a Suction Cup Stuck to a Flat Ceiling.
How much weight can be supported by a \(4\text{-in}\) diameter suction cup stuck to a flat glass ceiling in such a way that there is a perfect vacuum inside the suction cup.

Balance weight of the block by the force due to pressure differece across the suction.
\(335\text{ kg}.\)
The weight of the block is balanced by the force due to pressure difference at the suction pump. Let \(\Delta p\) be the pressure difference. This pressure acts on the perpendicular area equal to the area of the circle at the mouth of the suction pump. Therefore, the force by the pressure differece will be
where \(\Delta p\) is
where \(p_{\text{out}}\) is the pressure outside the suction and \(p_{\text{in}}\) inside. Balancing this force with the weight of the block we get
Solving for $M$ we get
Putting in the numbers gives
Problem 17.8.31. (Calculus) Shape of Fluid Surface in a Tube Spinning About a Vertical Axis Through Center of Tube.
A test tube of radius \(R\) is filled partially with a fluid and placed on a rotor so that the axis of rotation passes through the center of the tube as shown in Figure 17.8.32. When the rotor spins the tube ata constant angular speed of \(\omega\text{,}\) the surface of fluid in the tube is no longer horizontal. Find the shape of the surface expressed as \(z\) as a function of \(r\text{,}\) where \(r=\sqrt{x^2 + y^2}\text{.}\)

Examine forces on a mass element at the edge of the surface. For radial direction, use uniform circular motion. For other directions, balance forces.
\(z = \frac{\omega^2}{2g}\; r^2\text{.}\)
To find the shape of the surface, we will examine the dynamics of a small element of mass \(dm=\rho dx dy dz\) at coordinate \((x,y,z)\) located at the surface of the spinning fluid as shown in Figure 17.8.33.
Let \(P\) denote the pressure immediately behind the fluid element. Two forces act on this element, viz., weight and the force by pressure, which will be directed prependicular to the surface. As a result of these forces, the element has a uniform circular motion of radius \(r=\sqrt{x^2+y^2}\text{.}\)

From symmetry of the situation shown in Figure 17.8.33, it is sufficient to work with point \((x,y,z)=(0,y,z)\text{,}\) and in the end replace \(|y|\) by \(r\text{.}\)
To find the components of the force by pressure of the fluid, we will need to find direction of this force. This force will be pointed perpendicular to the surface at that point, similar to what we expect from a normal force. To find this direction, we need to first find the tangential direction of the curve in the \(yz\)-plane.
Let \(z(y)\) be the curve in the \(yz\)-plane. The direction of the tangent, as given by the unit vector \(\hat t\text{,}\) will be
where
From this we get the direction of the force by pressure, to be denited by \(\hat u\text{,}\) will be
Therefore, force by pressure behind the element is
The other force is the weight
Net force, \(\vec F_\text{net} = \vec F + \vec W = m\vec a\text{,}\) where \(\vec a\) is the centripetal acceleration, which for radius \(y\) and angular speed \(\omega\) will be
Therefore, we will get equations along \(y\) and \(z\) axis will be
Eliminating \(PdA\) from these two gives
This differential equation has a simple solution.
where \(c\) is constant of integration. Since, \(y=0,z=0\) is on the curve, we have \(c=0\text{.}\) Thus,
Replacing \(|y|\) by \(r\) we get
Problem 17.8.34. Change in Submerged Volume When Oil Added on Top of Water.
A piece of plastic floats in water of density \(1.0\text{ g/cc}\) with \(90\%\) of its volume submerged. An oil of density \(0.7\text{ g/cc}\) is poured over the water. It is found that less volume of plastic piece than earlier is now submerged in water. Find the fraction of volume of the plastic piece under water when it is completely submerged in oil.
Buoyancy now will be sum of buoyancies from oil and water layers.
\(\frac{1}{3}\text{.}\)
The \(90\%\) submersion in water gives the density of plastic to be
Now, we look at the situation when oil is poured over water till the top of the oil layer is level with the top of the block. Now, the buoyancy will be from pressure at the bottom of the box. Balancin force of buouancy with the wight of the block we get

Let \(x=d/h\) to simplify expression. Also, let us write \(a=\rho_\text{wt}/\rho_\text{pl}\text{,}\) and \(a=\rho_\text{wt}/\rho_\text{pl}\text{.}\) Now, this equation simplifies to
Therefore,
With given numerical values we get
Problem 17.8.36. Buoyancy in Accelerating Elevator.
A copper ball of mass \(2\text{ kg}\) is hung from a support, and dipped in water as shown in Figure 17.8.37. The arrangement is put in an elevator. (a) What will be the tension in the string when the elevator has an upward accelerating of magnitude \(2 \text{ m/s}^2\) ? (b) What will be the tension in the string when the elevator has a downward acceleration of magnitude \(2 \text{ m/s}^2\text{?}\)

Density of copper = \(8,960\text{ kg/m}^3\) and density of water = \(1,000\text{ kg/m}^3\text{.}\)
Set up \(\vec F=m\vec a\) for the ball.
(a) \(25.81\text{ N}\text{,}\) (b) \(17.81\text{ N}\text{.}\)
The free-body diagram of the ball is shown in Figure 17.8.38. Let \(V\) denote the volume of the ball, \(\rho\) denote density of copper, and \(\rho_0\) denote density of water. Equation of motion for upwardly directed acceleration \(a\) is
with \(M=V\rho\) and \(F_B=V\rho_0\;g\text{.}\)

From \(M=V\rho\text{,}\) we get \(V\text{,}\) which we use in \(F_B\) to get
Now, using numerical values we get
In Eq. (17.8.1), now, we have \(a\) negative. This will give
Problem 17.8.39. (Calculus) Simple Harmonic Motion of a Wood at Water Surface.
A piece of wood of uniform cross-sectional area floats over water with a height \(h_0\) submerged below water level. It is pushed sligltly into the water, and let go from rest. Show that the subsequent motion of the block is a simple harmonic oscillation, and find the frequency of oscillations.
Follow the motion of the center of mass of the wooden piece.
\(\frac{1}{2\pi}\;\sqrt{ \frac{g }{h_0} }\text{.}\)
For simplicity consider a rectangular shaped box as shown in Figure 17.8.40.

We need to analyze two situations, one at the equilibrum Fig. (a) and another at an arbitrary instant during the motion of the block, Fig (b). As shown in the figure, with positive \(y\) axis pointed down we get the following equaiton from the quilibrium situation.
which gives \(m=A h_0 \rho_w\text{.}\) From the situation at arbitrary instant, we get
From these equations, we can get
Using expresson of \(m\) here gives
This is an equation of a simple harmonic motion with angular frequency, \(\omega\) given by
Frequency will be this divided by \(2\pi\text{.}\)