| Questions: | 1 | 2 | 3 | 4 | 5 | 6 | 7 | 8 | 9 | 10 | 11 | 12 | 13 | 14 | 15 | 16 | 17 | 18 | 19 | 20 |
Physics 1101 |
Fluids |
The "suction force" is supplied by atmospheric pressure on the area of the cup, F = PATMA. This force must equal the weight W = mg of the student. So
| A | = mg / PATM |
| =
(70 kg)(9.81 m/s2)
/ 1.01 × 105
Pa |
|
| =
0.0068 m2 |
This is less than the area of a 9.0 cm × 9.0 cm square!
Pressure in a liquid is governed by the formula P = P0 + ρgh. The pressure at the surface, p0, is just atmospheric pressure and the density of seawater is ρ = 1024 kg/m3 (according to the table of densities in the text). Thus
p = 1.01 × 105 Pa + (1024 kg/m3)(9.81 m/s2)(11,515 m) = 1.16 × 108 Pa.
This is over 1100 times atmospheric pressure.
Sea animals survive at this depth as long as their internal fluids are at the same pressure as the surrounding seawater. Only a difference of pressure would cause a problem.
Submersibles have a difficult time getting to this depth because people breath air, a gas. At such enormous pressures air would be difficult to breath, it may even become a liquid. As a result the submersibles innards are at a much lower pressure than the outer seawater and it is this tremendous difference in pressure that is dangerous.
Fish brought up from the bottom too fast suffer the reverse problem. There is a difference between their inner pressure and the pressure of the seawater near the surface.
The pressure at any depth of fluid is given by p = p0 + ρgh. Since we have two fluids we write this equation down twice, one for each case
| pW = p0W + ρWghW | (1) |
| pU = p0U + ρUghU | (2) |
Both have the same surface pressure, since both are exposed to air, so p0W = p0U. We are also told pW = pU. Thus (1) and (2) combine to become
ρWghW = ρUghU.
Eliminating the common factor g and solving for ρU, we get
ρU = ρWhW/hU = (1000 kg/m3)(12.2)/(15.8) = 772 kg/m3.
The pressure at the bottom of the mattress when the person is not there is given by P =PATM + ρgh, where ρ is the density of water and and h is the thickness of the mattress. This yields P = 1.01 × 105 Pa + (1000 kg/m3)(9.81 m/s2)(.12 m) = 1.022 × 105 Pa.
The extra pressure from the weight of the person, Pextra = mg / A = (80 kg)(9.81 m/s2) / (1.5 m)(2.0 m) = 262 Pa, is transmitted through out the fluid. So the total pressure at the bottom is 1.025 × 105 Pa.We need to make the assumption that blood in the body can be treated as a static fluid. Blood isn't static so this answer is only approximate. The pressure at the ankle is higher, since in is farther down the liquid, by ΔP = ρbloodgh, where h is the change in height bewteen elbow (heart) and ankle. Using the value for the density of whole blood from the text and calculating, we find ΔP = (1050 kg/m3)(9.81 m/s2)(1.42 m) =14626 Pa. We need to convert to mm Hg usuing the relationship that 760 mm Hg = 1.01 × 105 Pa. So ΔP = 14626 Pa × (760 mm Hg / 1.01 × 105 Pa) = 110 mm Hg. So the BP at the elbow would be approximately 125/80.
The following answer is approximate because we will use estimates and so the values below may differ from your answer.
Let us assume a 90-kg person and a rectangular chest of 30 cm by 20 cm. The extra pressure on your chest is then P = mg / A = (90 kg)(9.81 m/s2) / (0.3 m)(0.2 m) = 14715 Pa. This pressure is besides the 1 Atmosphere of pressure on your chest. Now the pressure underwater is P =PATM + ρgh, where ρ is the density of water and h is your depth under water.
Now PATM
is
common to both so we have ρgh = 14715
Pa or h
= (14715 Pa) / (1000
kg/m3)(9.81
m/s2)
= 1.5 m! You cannot physically breath at a greater depth.
This is why scuba divers use pressurized air − so that the pressure in your lungs matches the pressure from the surrounding water.
We have the relationship Fout/Fin = Aout/Ain. Rearranging Fin = Ain Fout /Aout = ( 0.50 m2)(2000 kg)(9.81 m/s2) / (9.0 m2) = 1090 N (equivalent to a 111 kg block).
The work in must equal the work out, Fin din = Fout dout. Solving for din yeilds din = Fout dout / Fin = (2000 kg)(9.81 m/s2) (2.0 m) / (1090 N) = 36 m.
When doing bouyancy problems, it is best to consider a free-body diagram. Note that the helium-filled ballooon shows two weights, the weight of the 500-kg load and the unknown weight of helium gas. The bouyant force acts upwards.

The equation of the diagram is FB = wLoad + wHe. We know FB = ρfluid displacedVfluid displaced g. The weight of the load is wLoad = (500 kg) × (9.81 m/s2) = 4905 N. Since we don't know the mass of helium gas and we only want the volume anyway, wHe = ρHeVHe g. So our force equation is
Now the balloon is totally immersed in air so Vfluid displaced = VHe. Our force equation simplifies to
We collect the tems with volume in them to one side. This yields
Rearranging
The displaced fluid is air which has a density of 1.29 kg/m3 while the density of helium is 0.179 kg/m3 (see table in textbook). Using these values VHe = 450 m3.

The problem mentions a force, the spring force FS, and we know that the acceleration is zero since the balloon is not moving. This suggests that we apply Newton's second law. The others forces acting are the weight of the balloon, FW, and the buoyancy force, FB.

Apply Newton's Second Law, we find
FB - FS - FW = 0. (1)
The buoyant force is equal to the weight of the displaced air, mairg. In turn the mass of the displaced air is related to the volume of the balloon, FB = ρairVg. The weight of the gas is FW = ρgasVg. Thus equation (1) becomes
ρairVg - FS - ρgasVg = 0. (2)
Solving for ρgas,
ρgas = ρair - FS/Vg = 1.21 kg/m3 - (5.25 N)/(1.70 m3)(9.81 m/s2) = 0.895 kg/m3 .
The density of the gas is 0.895 kg.m3.

(a) We know that density is given by ρ = M/V. We are given the mass of the instructor so we need to know his volume. We also know that the volume of fluid displaced by a submerged object equals the volume of the object − Archimedes' Principle. For a cylinder
V = π(d/2)2h = π(1 m)2(0.0265 m) = 0.08325 m3 .
Hence the density of the instructor is
ρ = (80 kg) / (0.08325 m3) = 960.9 kg/m3 .
This is less than the density of water, 1000 kg/m3, which is why the instructor is tied to the bottom to keep him from floating to the top.
(b) The scale reading is a force, call it FScale, and we know that the acceleration is zero since the instructor is not moving (if the students wait long enough anyway). This suggests that we apply Newton's second law. The others forces acting are the weight of the instructor, FW, and the buoyancy force, FB.

Apply Newton's Second Law, we find
The buoyant force is equal to the weight of the displaced water, mwaterg. In turn the mass of the displaced water is related to the volume of the instructor, FB = ρ waterVg. The weight of the instructor is FW = ρ Vg. Thus equation (1) becomes
Solving for FScale,
Density is defined as mass over volume, ρ = M / V. We need to determine the mass of the combined slab using the density of iron given in the textbook, ρFe = 7.8 × 103 kg/m3, and the volumes described in the question. The total volume of the slab is the combined volumes of the the individual pieces.
| ρ | = [ρFeVFe + ρwoodVwood] / [VFe + Vwood] |
| = [(7.8 × 103 kg/m3)(1.0 m)(1.0 m)(0.002 m) + (0.5 × 103 kg/m3)(1.0 m)(1.0 m)(0.005 m)] / [(1.0 m)(1.0 m)(0.002 m) + (1.0 m)(1.0 m)(0.005 m)] | |
| = 2.59 × 103 kg/m3 | |
A object float when is density is just barely less than that of water, 1000 kg/m3. We can thus use the above equation replacing ρ with the density of water and replacing 5 mm by an unknown thickness t.
The power of 103 kg/m3 can be cancelled from each side. As well, (1.0 m)(1.0 m) is in the top and bottom of the fraction and may be cancelled. We are left with
Cross-multiplying yields
Collecting terms with t in them on the right gives
Solving, we find the necessary thickness of wood to be t = 0.0272 m = 27.2 mm.
A box has six sides, so the volume of aluminum is V = 6 × (1.00 m)(1.00 m)(0.0040 m) = 0.0240 m3. Using the density given in the text book, the mass of aluminum is m = ρV = (2700 kg/m3)(0.0240 m3) = 64.8 kg. The cubic metre of air in the box has a mass of 1.29 kg. The total mass of the box is therefore 66.09 kg. The density of the box is thus ρAl = m / V = ( 66.09 kg) / ( 1 m3) = 66.09 kg/m3. To find the depth of the box in water, recall first that the density of the box is less than that of water so it will float. Next recall Archimedes' Principle that the to float, the box will displace a volume of water with the equivalent weight (or mass). Mathematically this is ρwaterVwater = mbox. As a result the volume of water displaced is Vwater = mbox / ρwater = ( 66.09 kg) / ( 1000 kg/m3) = 0.06609 m3. The shape of the water is a 1.00 m by 1.00 m bottom with a height of h. We can solve for the height, so the box sinks 0.066 m or 6.6 cm.
We are given a volume flow rate, Q = 30 ℓ/min = ΔV/ Δt = AΔL/ Δt = Av, where A is the cross-section al area of the hose and v is the initial speed of the water. Note that one litre is a volume of a cube of side length 10 cm, so it is a volume of (0.1 m)3 = 0.001 m3. The initial speed of the water leaving the house is thus
We can now use the Equation of Continuity to find the speed of the water out of the nozzle,

To find the speed that the water leaves the barrel, we use Bernoulli's Equation,
p0 + ½ρ(v0)2 + ρgy0 = p1 + ½ρ(v1)2 + ρgy1. (1)
The top of the barrel is exposed to the atmosphere, as is the hole, so both p0 and p1 are equal to atmospheric pressure. The water at the top of the barrel is barely moving compared to the water coming out of the hole, so v0 = 0. Thus equation (1) becomes
ρgh0 = ½ρ(v1)2 + ρgh1. (2)
Dropping the common factor ρ, setting h = y0 - y1 and rearranging, yields
v1 = [2gh]½.
Surprisingly, this is the same result as for dropping a stone the same distance.
Next we treat the water as a projectile leaving a surface horizontally. As always, we separate the x and y components.
| i | j |
| Δx = 0.85 m | Δy = h-H |
| v0x = v1 = [2gh]½ | v0y = 0 |
| ax = 0 | ay = -g |
|
|
|
We get a kinematic equation from each column,
Δx = [2gh]½t and,
h - H = -½gt2 .
Eliminating t from the above yields,
h - H = -(Δx)2/4gh.
Cross-multiplying yields an equation quadratic in h,
h2 - hH + ¼(Δx)2 = 0 .
The given values make this
h2 - 1.75h + 0.180625 = 0 .
The roots are both positive, h = 1.64 m and h = 0.11 m.
Another surprise, there are two possible answers! This occurs because water coming out near the top, h = 0.11 m, is travelling more slowly that water from a hole near the bottom, but being higher up the slow water has more time in the air.

Since we are looking for the speed that the water leaves the barrel, we use Bernoulli's Equation,
The top and hole of the barrel are exposed to the atmosphere, so both ptop and pside depend on Patm. However the top also has an extra force F pushing down on it. The total pressure at the top is therefore ptop = Patm + F/3A, while the pressure at the hole is just pside = Patm.
The speed of the water at the top of the barrel is related to the speed of the water coming out of the hole by
vtopAtop = vsideAhole ,
Since we are given these areas, this reduces to 3vtop = vside.
Equation (1) becomes
Cancelling the common term Patm, and collecting terms with vside on the right hand side yields,
The equation for the speed of the water leaving the hole is thus
The change in height and speed of water suggests that we should use Bernoulli's Equation.
Both the mattress and hose opening at ground level are exposed to air, so Pmattress = Pground = PAtm. These will just cancel leaving
Or, eliminating the common constant ρ,
Now the surface area of the mattress is much greater than the surface area of the hose opening, so we can safely assume vmattress = 0. Let's take the ground as zero height, yground = 0. That makes ymattress = 5.0 m (ignoring the small thickness of the mattress).
We thus find vground = 9.90 m/s.
To find out how quickly the mattress empties remember that the volume flow rate, Q = V/t = Av. Here A is the surface area of the hose opening. Thus Q = (π[0.0159 m)/2]2)(9.90 m/s) = 0.00197 m3/s. We started with a volume of water in the mattress of V = (1.5 m) × (2.0 m) × (0.12 m) = 0.36 m3. The time required is t = V / Q = (0.36 m3) / (0.00197 m3/s) = 183 s or just over three minutes.
When the person is on the bed, there is an extra pressure of Pperson = W / A = (80 kg)(9.81 m/s2) / (1.5 m)(2.0 m) = 261.6 Pa. Our equation for this case is
Our assumption that vmattress = 0 is still valid. Note that ρ = 1000 kg/m3. The equation becomes
Isolating velocity
We solve and find vground = 9.93 m/s.
The new flow rate is Q' = (π[0.0159 m)/2]2)(9.90 m/s) = 0.001972 m3/s. It takes time t = V / Q = (0.36 m3) / (0.001972 m3/s) = 182.6 s or just under three minutes.
The fast winds travelling over the roof of the house create a
low pressure according to Bernoulli's Principle. The air in the house
is at higher pressure, so the air in the house blows the roof off.
We are given volume rates of flow. Recall that one litre is the same as 0.001 m3. The fact that the question gives flow rate and is interested in the radius of the arteries, suggest that we use Poiseuille's Law (which was in fact developed to describe blood flow). We can use the value of viscosity of blood given in the textbook, if necessary, η = 1.5 × 10-3 Pa·s. Now Q1 = πR14ΔP / 8ηL, where ΔP, η, and L will stay the same. So Q2 = πR24ΔP / 8ηL. The ratio of these two equations is Q2 / Q1 = R24 / R14. We have the values of Q1 and Q2, so R2 / R1 = 5¼ = 1.50. So the arteries have to be 50% bigger.
Poiseuille's Equation would apply to the needle, Q = πR4ΔP / 8ηL, where L is the length of the needle and R is it's radius. The volume flow rate is Q = (15 cm3)×(1 m / 100 cm)3 / (5.0 s) = 3.0
× 10-6
m3/s. The pressure difference, ΔP, is between the pressure exerted on the syringe plunger given by F / A snd the pressure at the vein Pvein
= 3 mm Hg = (3 / 760) × (101 000 Pa) = 398.7 Pa. Note that the
plunger pressure and the vein pressure are both guage pressures. To get
the actual pressure we would need to add PATM to both, but that is necessary since a difference in pressures is the same as the difference in gauge pressures. Rearranging Poiseuille's Equation yields ΔP = 8ηLQ / πR4 or (F/A − Pvein ) = 8ηLQ / πR4. We can further rearrange to get F by itself
| F |
= A( Pvein + 8ηLQ / πR4) |
| = ¼π(0.01 m)2 × [398.7 Pa + 8(2 × 10-3 Pa·s)(0.03 m)(3.0 × 10-6 m3/s) / π(5.0 × 10-4 m)4] | |
| = ¼π(0.01 m)2 × [398.7 Pa + 7333.9 Pa] | |
| = 0.61 N |
We are given the volume flow rate Q which we must convert to m3/s, Q = (6.0 ℓ/min)×(0.001 m3/ ℓ) / (60 s) = 1.0 × 10-4 m3/s. The coefficient of the viscosity of air is given in the textbook, η = 0.018 × 10-3 Pa·s. We can take Poiseuille's Equation, and rearrange for R, R = [8ηLQ / πΔP]¼, where L is the snorkel length of 1.5 m we found in the last question and ΔP = 100 Pa, the breathing guage pressure.Evaluating R = [8(0.018 × 10-3 Pa·s)(1.5 m)(1.0 × 10-4 m3/s) / π(100 Pa)]¼ = [6.88 × 10-11 m4]¼ = 4.84 × 10-3 m = 4.84 mm. The diameter of the straw needs to be at least 9.7 mm which is much bigger than most straws.
Questions?mikec@kwantlen.bc.ca