Physics 9 Wednesday, March 2, 2016

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Physics 9 Wednesday, March 2, 2016 You can turn in HW6 any time between now and 3/16, though I recommend that you turn it in before you leave for spring break. HW7 not due until 3/21! This Friday, we ll meet upstairs again for a buoyancy lab. (Basically, measuring how much things weigh in air vs. when fully immersed.) Room 3N22 same as last week. This week s reading: Giancoli 13 (temperature, kinetic theory) and Giancoli 14 (heat). We ll discuss heat, etc., right after spring break. Then final unit will be electricity & circuits. Class today (and probably one more after break): fluids. Do you find Giancoli s book intolerably superficial? I m tempted to switch back to Mazur s book for the electricity module: it was written for Harvard undergrads, not for high-school students. Has everyone learned calculus? 90% odds that 3/14 class (Monday right after break) will be canceled; I ll email and post to Canvas once I m certain.

Equation of continuity Expresses the fact that mass is not accumulating anywhere, for a steady flow of fluid. Time rate of mass flowing past a given surface of area A is constant: m t = constant m t = ρ V t = ρ A x t = ρ A v = constant And if density ρ is constant (i.e. incompressible), then A v = constant A 1 v 1 = A 2 v 2 For example, the water running out of your faucet is accelerating (gravity), so the area must decrease as the speed increases. Another example: river flows at higher speed where it is narrower.

Water flows through an old plumbing pipe that is partially blocked by mineral deposits along the wall of the pipe. Through which part of the pipe is the fluid speed largest? (A) Fastest in the narrow part. (B) Fastest in the wide part. (C) The speed is the same in both parts.

Water flows through an old plumbing pipe that is partially blocked by mineral deposits along the wall of the pipe. Through which part of the pipe is the flux (volume of water per unit time) largest? (A) Fastest in the narrow part. (B) Fastest in the wide part. (C) The flux is the same in both parts.

A water-borne insect drifts along with the flow of water through a pipe that is partially blocked by deposits. As the insect drifts from the narrow region to the wider region, it experiences (A) a forward acceleration (it speeds up) (B) a backward acceleration (it slows down) (C) no acceleration (its speed and direction do not change)

A water-borne insect drifts along with the flow of water through a pipe that is partially blocked by deposits. As the insect drifts from the narrow region to the wider region, it experiences (A) a forward acceleration (it speeds up) (B) a backward acceleration (it slows down) (C) no acceleration (its speed and direction do not change) If you said that the speed changes, now ask yourself: Is there a net force (per unit area) that causes this change in speed?

This one is trickier A water-borne insect drifts along with the flow of water through a pipe that is partially blocked by deposits. As the insect drifts from the narrow region to the wider region, it experiences (A) an increase in water pressure (P wide > P narrow ) (B) no change in water pressure (P wide = P narrow ) (C) a decrease in water pressure (P wide < P narrow ) Hint: is the speed the same or different? Is there a net force (per unit area) that causes this change in speed?

This one is trickier A water-borne insect drifts along with the flow of water through a pipe that is partially blocked by deposits. As the insect drifts from the narrow region to the wider region, it experiences (A) an increase in water pressure (P wide > P narrow ) (B) no change in water pressure (P wide = P narrow ) (C) a decrease in water pressure (P wide < P narrow ) Hint: is the speed the same or different? Is there a net force (per unit area) that causes this change in speed? Stop to ponder the net force acting on the insect when insect is just upstream of vs. just downstream of the narrow region.

We ve been looking for a while now at the equation P = ρg y which says that the pressure in a stationary incompressible fluid increases in proportion to depth.

We ve been looking for a while now at the equation P = ρg y which says that the pressure in a stationary incompressible fluid increases in proportion to depth. We just saw in the insect-in-pipe example that pressure seems to increase when flow speed is slower, and pressure seems to decrease when flow speed is faster. We can use Bernoulli s equation to make sense of both of these facts, by considering conservation of mechanical energy for an incompressible fluid.

Consider the mechanical energy of a little chunk of fluid flowing through a pipe, from point 1 to point 2. If v 2 > v 1, what form of mechanical energy has increased?

Consider the mechanical energy of a little chunk of fluid flowing through a pipe, from point 1 to point 2. If v 2 > v 1, what form of mechanical energy has increased? If y 2 > y 1, what form of mechanical energy has increased?

Consider the mechanical energy of a little chunk of fluid flowing through a pipe, from point 1 to point 2. If v 2 > v 1, what form of mechanical energy has increased? If y 2 > y 1, what form of mechanical energy has increased? Suppose the combined kinetic + potential energy of this chunk of fluid has increased from point 1 to point 2. So some external agent has done work to provide this energy. Work is force times displacement. What force (per unit area) could perform this work on that chunk of fluid?

(P 1 A 1 )(v 1 t) (P 2 A 2 )(v 2 t) = 1 2 m(v 2 2 v 2 1 ) + mg(y 2 y 1 ) (P 1 P 2 )(Volume) = (P 1 P 2 ) m ρ = 1 2 m(v 2 2 v 2 1 ) + mg(y 2 y 1 )

Pressure in a fluid depends both on depth and on speed. To analyze this, we consider mechanical energy of the fluid. Notice PV has units of energy, and of course work has units of energy. (Work = force displacement.) (pressure)(volume) = ( ) force (area length) = (force)(length) area If a difference in pressure causes a volume of fluid to be displaced, that pressure difference is doing work on the fluid, thus changing the fluid s energy. In the absence of friction (a.k.a. viscosity, ), we expect mechanical energy to add up. So we set the work done (due to the pressure difference) equal to the change in mechanical energy: (work) = (energy). (P 1 P 2 )V = 1 2 m(v 2 2 v 2 1 ) + mg(y 2 y 1 )

(P 1 P 2 )V = 1 2 m(v 2 2 v 2 1 ) + mg(y 2 y 1 ) rearranging terms, we get P 1 V + 1 2 mv 2 1 + mgy 1 = P 2 V + 1 2 mv 2 2 + mgy 2 If we divide all terms by volume, we get Bernoulli s equation: P 1 + 1 2 ρv 2 1 + ρgy 1 = P 2 + 1 2 ρv 2 2 + ρgy 2 or in this more compact form: P + 1 2 ρv 2 + ρgy = constant Strictly speaking, Bernoulli s equation only works if the fluid is incompressible, if the flow is steady and non-turbulent, and if there is no dissipation of energy by friction. But it s handy for estimation even in cases where it is not strictly valid.

1 1 P1 + ρv12 + ρgy1 = P2 + ρv22 + ρgy2 2 2

A large, water-filled cylinder has two horizontal spigots. Spigot 1 is at depth h, and spigot 2 is at depth 2h. If I neglect the small downward motion of the top surface of the water, what I can I say about the horizontal velocity v x of the water emerging from each spigot? (A) v 2x = 1 2 v 1x (B) v 2x = 2v 1x (C) v 2x = v 1x (D) v 2x = 2v 1x

The measured pressure inside the Penn Park seasonal air structure was 1.002 atm. That s P = 200 N/m 2 from inside to outside. One normally uses revolving doors to enter/exit the dome. Suppose one threw open the emergency exit and then released a bag of confetti so that you could watch the air flow out. Can you use Bernoulli s equation to estimate the horizontal speed of the escaping air? P 1 + 1 2 ρv 2 1 + ρgy 1 = P 2 + 1 2 ρv 2 2 + ρgy 2 ρ air 0.028 kg/mol 1.3 0.0224 m 3 kg/m3 /mol

I get v = 2 P/ρ 18 m/s 65 kph (40 mph) Seems plausible, but maybe too fast? (Using Bernoulli s equation here is OK for a rough estimate, but in real life, there will be some dissipation of mechanical energy into heat, reducing the speed. Also, Bernoulli s equation assumes perfectly smooth flow, with no turbulence, which isn t fully realistic here. And air is not incompressible. But I ll bet this estimate is still not wildly off. To test it, we d need to get permission to open one of the non-revolving doors for a moment, while one person films and another person drops confetti....)

This experiment combines the equation of continuity with Bernoulli s equation. When I open the valve, compressed air will flow from left to right through the horizontal tube. The tube is wide on the left and right, but narrow in the middle. Where is the speed largest? Where is the pressure lowest? How will height of the green liquid respond to changes in pressure in the horizontal tube?

Once I turn on the air flow, the horizontal speed of the flowing air will be (A) fasteset above tube B (B) slowest above tube B (C) the same above all tubes

Once I turn on the air flow, the air pressure above the green liquid will be (A) lowest in tube B (B) highest in tube B (C) the same in all tubes

Once I turn on the air flow, the height of the green liquid will be (A) lowest in tube B (B) highest in tube B (C) the same in all tubes

What gauge pressure in the water mains is necessary if a firehose is to spray water to a height of 10 meters? (Use g = 10 m/s 2 and ignore all friction or other dissipative effects.) (a) 10 3 N/m 2 (b) 10 4 N/m 2 (c) 10 5 N/m 2 (d) 10 6 N/m 2

What gauge pressure in the water mains is necessary if a firehose is to spray water to a height of 10 meters? (Use g = 10 m/s 2 and ignore all friction or other dissipative effects.) (a) 10 3 N/m 2 (b) 10 4 N/m 2 (c) 10 5 N/m 2 (d) 10 6 N/m 2 How many atmospheres is this?

What gauge pressure in the water mains is necessary if a firehose is to spray water to a height of 10 meters? (Use g = 10 m/s 2 and ignore all friction or other dissipative effects.) (a) 10 3 N/m 2 (b) 10 4 N/m 2 (c) 10 5 N/m 2 (d) 10 6 N/m 2 How many atmospheres is this? If the gauge pressure is 1 atm, what is the absolute pressure?

What is the speed at which water flows from a faucet if the pressure head is 20 meters? (In other words the height of the nearby water tower is 20 meters above the height of the faucet.) Neglect all friction or other dissipative effects. Use g = 10 m/s 2. (a) 5 m/s (b) 10 m/s (c) 14 m/s (d) 20 m/s

What is the volume rate of flow of water from a 2 cm-diameter faucet if the pressure head is 20 meters? (In other words the height of the nearby water tower is 20 meters above the height of the faucet.) Neglect all friction or other dissipative effects. Use g = 10 m/s 2. Use π 3. (a) 6 cm 3 /s (b) 0.6 L/s (c) 6 L/s (d) 6 m 3 /s

What is the volume rate of flow of water from a 2 cm-diameter faucet if the pressure head is 20 meters? (In other words the height of the nearby water tower is 20 meters above the height of the faucet.) Neglect all friction or other dissipative effects. Use g = 10 m/s 2. Use π 3. (a) 6 cm 3 /s (b) 0.6 L/s (c) 6 L/s (d) 6 m 3 /s This seems unrealistically fast, even though a 20 meter (2 atm) pressure head is not unrealistic. What are we neglecting?!

If the wind blows horizontally at speed v = 10 m/s over a house (that s about 22 mph), what is the net force on a flat roof of area A = 100 m 2 (that s about 1100 sqft)? For the density of air, use ρ = 1.3 kg/m 3.

recap

Physics 9 Wednesday, March 2, 2016 You can turn in HW6 any time between now and 3/16, though I recommend that you turn it in before you leave for spring break. HW7 not due until 3/21! This Friday, we ll meet upstairs again for a buoyancy lab. (Basically, measuring how much things weigh in air vs. when fully immersed.) Room 3N22 same as last week. This week s reading: Giancoli 13 (temperature, kinetic theory) and Giancoli 14 (heat). We ll discuss heat, etc., right after spring break. Then final unit will be electricity & circuits. Class today (and probably one more after break): fluids. Do you find Giancoli s book intolerably superficial? I m tempted to switch back to Mazur s book for the electricity module: it was written for Harvard undergrads, not for high-school students. 90% odds that 3/14 class (Monday right after break) will be canceled; I ll email and post to Canvas once I m certain.