Title: Physics 207: Lecture 2 Notes
1Lecture 30
- Review (the final is, to a large degree,
cumulative) - 50 refers to material in Ch. 1-12
- 50 refers to material in Ch. 13,14,15
- -- Chapter 13 Gravitation
- -- Chapter 14 Newtonian Fluids
- -- Chapter 15 Oscillatory Motion
- Today we will review chapters 13-15
- 1st is short mention of resonance
- Order Ch. 15 to 13
2Final Exam Details
- Sunday, May 13th 1005am-1205pm in 125 Ag Hall
quiet room - Format
- Closed book
- Up to 4 8½x1 sheets, hand written only
- Approximately 50 from Chapters 13-15 and 50
1-12 - Bring a calculator
- Special needs/ conflicts
- All requests for alternative test arrangements
should be made by today (except for medical
emergency)
3Driven SHM with Resistance
- Apply a sinusoidal force, F0 cos (wt), and now
consider what A and b do,
Not Zero!!!
4Dramatic example of resonance
- In 1940, a steady wind set up a torsional
vibration in the Tacoma Narrows Bridge
?
5Dramatic example of resonance
?
6Mechanical Energy of the Spring-Mass System
x(t) A cos( ?t ? ) v(t) -?A sin(
?t ? ) a(t) -?2A cos( ?t ? ) F(t)ma(t)
Kinetic energy K ½ mv2 ½ m(?A)2
sin2(?tf) Potential energy U ½ k x2 ½
k A2 cos2(?t ?) And w2 k / m or k m
w2 K U constant
7SHM
x(t) A cos( ?t ? ) v(t) -?A sin(
?t ? ) a(t) -?2A cos( ?t ? )
- A amplitude
- angular frequency
- 2p f 2p/T
- ? phase constant
xmax A vmax ?A amax ?2A
8Recognizing the phase constant
- An oscillation is described by x(t) A cos(?tf).
- Find f for each of the following figures
Answers f 0 f p/2 x(t) A cos (p) f p
9Common SHMs
10SHM Friction with velocity dependent Drag force
-bv
b is the drag coefficient soln is a damped
exponential
if
11SHM Friction with velocity dependent Drag force
-bv
If the maximum amplitude drop 50 in 10
seconds, what will the relative drop be in 30
more seconds?
12Chapter 14 Fluids
- Density ? m/V
- Pressure P F/A P1 atm 1x105 N/m2
- Force is normal to container surface
- Pressure with Depth/Height P P0 ?gh
- Gauge vs. Absolute pressure
- Pascals Principle Same depth ? Same pressure
- Buoyancy, force, B, is always upwards
- B ?fluid Vfluid displaced g (Archimedess
Principle) - Flow
- Continuity Q v2A2 v1A1 (volume / time or
m3/s) - Bernoullis eqn P1 ½ ?v12 ?gh1 P2 ½
?v22 ?gh2
13Example problem
- A piece of iron (?7.9x103 kg/m3) block weighs
1.0 N in air. - How much does the scale read in water?
- Solution
- In air
- T1 mg ?iromV g
- In water BT2-mg 0
- T2 mg-B
- mg ?waterVg
- mg ( ?water /?iron ) ?iron Vg
- mg (1-?water /?iron )
- 0.87mg 0.87 N
14Another buoyancy problem
- A spherical balloon is filled with air (rair 1.2
kg/m3). The radius of the balloon is 0.50 m and
the wall thickness of the latex wall is 0.01 m
(rlatex 103 kg/m3). The balloon is anchored to
the bottom of stream which is flowing from left
to right at 2.0 m/s. The massless string makes
an angle of 30 from the stream bed. - What is the magnitude of the drag force
- on the balloon?
- Key physics Equilbrium and buoyancy.
- SFx0 SFy0
15Another buoyancy problem
- A spherical balloon is filled with air (rair 1.2
kg/m3). The radius of the balloon is 0.50 m and
the wall thickness of the latex wall is 1.0 cm
(rlatex 103 kg/m3). The balloon is anchored to
the bottom of stream which is flowing from left
to right at 2.0 m/s. The massless string makes
an angle of 45 from the stream bed. - What is the magnitude of the drag force on the
balloon? - Key physics Equilibrium and buoyancy. SFx0
SFy0 - SFx-T cos q D 0
- SFy-T sin q Fb - Wair 0
- Wair rair V g rair (4/3 pr3) g with r0.49 m
- Fb rwater V g rwater (4/3 pr3) g
- Variation What is the maximum wall
- thickness of a lead balloon filled with He?
Fb
D
T
Wair
16Pascals Principle
- Is PA PB ?
- Answer No!
- Same level, same pressure, only if same fluid
density
B
A
17Power from a river
- Water in a river has a rectangular cross section
which is 50 m wide and 5 m deep. The water is
flowing at 1.5 m/s horizontally. A little bit
downstream the water goes over a water fall 50 m
high. How much power is potentially being
generated in the fall? - W Fd mgh
- Pavg W / t (m/t) gh
- Q Av and m/t rwater Q (kg/m3 m3/s)
- Pavg rwater Av gh
- 103 kg/m3 x 250 m2 x 1.5 m/s x 10 m/s2 x 50 m
- 1.8x108 kg m2/s2/s 180 MW
18Chapter 13 Gravitation
- Universal gravitation force
- Always attractive
- Proportional to the mass ( m1m2 )
- Inversely proportional to the square of the
distance (1/r2) - Central force orbits conserve angular momentum
- Gravitational potential energy
- Always negative
- Proportional to the mass ( m1m2 )
- Inversely proportional to the distance (1/r)
- Circular orbits Dynamical quantities (v,E,K,U,F)
involve radius - K(r) - ½ U(r)
- Employ conservation of angular momentum in
elliptical orbits - No need to derive Keplers Laws (know the reasons
for them) - Energy transfer when orbit radius changes(e.g.
escape velocity)
19Key equations
- Newtons Universal Law of Gravity
Universal Gravitational Constant G 6.673 x
10-11 Nm2 / kg2 The force points along the line
connecting the two objects.
On Earth, near sea level, it can be shown that
gsurface 9.8 m/s2.
- Gravitational potential energy
Zero of potential energy defined to be at r
8, force ? 0
20Dynamics of Circular Orbits
- For a circular orbit
- Force on m FG GMm/r2
- Orbiting speed v2 GM/r (independent of m)
- Kinetic energy K ½ mv2 ½ GMm/r
- Potential energy UG - GMm/r
- Notice UG -2 K
- Total Mech. Energy
- E KE UG - ½ GMm/r
-
21Changing orbit
- A 200 kg satellite is launched into a circular
orbit at height h 200 km above the Earths
surface. - What is the minimum energy required to put it
into the orbit ? (ignore Earths spin) (ME
5.97x1024 kg, RE 6.37x106 m, G 6.67x10-11
Nm2/kg2) - Solution
- Initial h0, ri RE
- Ei Ki Ui 0 (-GMEm/RE )
- -1.25x1010J
- In orbit h 200 km, rf RE 200 km
- Ef Kf Uf - ½ Uf Uf ½ Uf
- - ½ GMEm/(RE200 km)
- -6.06x109J
- DE Ef Ei 6.4x109 J
22Escaping Earth orbit
- Exercise suppose an object of mass m is
projected vertically upwards from the Earths
surface at an initial speed v, how high can it go
? (Ignore Earths rotation)
implies infinite height
23We hope everyone does well on Sunday