Science One Math March 11, 2019 Applications of Integration - - PowerPoint PPT Presentation

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Science One Math March 11, 2019 Applications of Integration - - PowerPoint PPT Presentation

Science One Math March 11, 2019 Applications of Integration Computing areas Computing changes Computing volumes Computing probabilities Locating centre of mass of a lamina Key ideas slicing, approximating, adding


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SLIDE 1

Science One Math

March 11, 2019

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SLIDE 2

Applications of Integration

  • Computing areas
  • Computing changes
  • Computing volumes
  • Computing probabilities
  • Locating centre of mass of a lamina

Key ideas ➥ “slicing, approximating, adding infinite contributions” Today: Using integration to compute work done by a non constant force

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SLIDE 3

From your Physics class (last Wednesday)

∆𝑉 = −∫ 𝐺 ⃗ ( 𝑒𝑡

+ ,

change in potential energy (work done by 𝐺 ⃗) For a conservative force (when work is independent of path), we can define a potential 𝑉 such that 𝐺

  • = −

./ .-

This is the fundamental theorem of calculus!

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SLIDE 4

Fundamental Theorem of Calculus is fundamental in Physics too!

FTC tells us ∫ 𝐺 𝑦 𝑒𝑦 = 𝑉 𝑐 − 𝑉(𝑏)

5 6

where 𝑉 𝑦 = ∫ 𝐺 𝑦 𝑒𝑦 + 𝐷. FTC also tells us 𝐺 𝑦 =

./ .:

where 𝑉 𝑦 = ∫ 𝐺 𝑢 𝑒𝑢

: 6

. We call 𝑉 𝑦 the potential energy, then ∫ 𝐺 𝑦 𝑒𝑦

5 6

is Work Convention: 𝐺 𝑦 =

./ .: for an external force (exerted on object)

𝐺 𝑦 = −

./ .: for a force exerted by the potential energy

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SLIDE 5

How to derive ∫ 𝐺 ⃗ ( 𝑒𝑡

+ ,

mathematically

(for straight paths) If 𝐺 ⃗ is constant along the path ⇒ basic definition of work W = 𝐺 ⃗ ( 𝑡 ⃗ = 𝐺

  • ∆𝑡

(work done by a constant force 𝐺 ⃗ acting on a particle that moves along displacement 𝑡 ⃗)

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SLIDE 6

How to derive ∫ 𝐺 ⃗ ( 𝑒𝑡

+ ,

mathematically

(for straight paths)

If 𝐺 ⃗ is constant along the path ⇒ basic definition of work W = 𝐺 ⃗ ( 𝑡 ⃗ = 𝐺

  • ∆𝑡

(work done by a constant force 𝐺 ⃗ acting on a particle that moves along displacement 𝑡 ⃗)

If 𝐺 ⃗ changes along the path ⇒ use Calculus!

  • slice path into segments
  • assume force is constant along each segment ⇒ compute work done by constant

force to move particle over the segment ∆W = 𝐺 ⃗ ( ∆𝑡 = 𝐺

  • ∆𝑡
  • add up all contributions to work
  • take the limit for an infinite number of segments ⇒ definite integral ∫ 𝐺

⃗ ( 𝑒𝑡

+ ,

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SLIDE 7

Computing work done by a non constant force

  • “slice” path into n segments of length Δ𝑦

k-th segment is 𝑦>,𝑦>@A

  • approximateforce by a constant on each segment (possibly different for each segment)

let 𝐺(𝑦>

∗) be force component along k-th segment, for 𝑦> ≤ 𝑦> ∗ ≤ 𝑦>@A

  • compute work done by (constant) force on each segment of path

Δ𝑋 = 𝐺 𝑦>

∗ Δ𝑦

  • add up small amounts of work ⇒ Riemann Sum

∑ 𝐺(𝑦>

∗)Δ𝑦 F >GA

  • take the limit for 𝒐 → ∞ ⇒ a definite integral

𝑋 = lim

F→ N∑

𝐺(𝑦>

∗)Δ𝑦 = ∫ 𝐺 𝑦 𝑒𝑦 5 6 F >GA

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SLIDE 8

A few examples of non constant forces:

  • elastic force
  • electric force
  • gravity on a point-like object of varying mass
  • gravity on a distributed mass
  • force exerted by (on) a gas during gas expansion
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SLIDE 9

Work done on a spring

Hooke’s law : force required to keep a spring compressed or stretched a distance 𝑦 is proportional to 𝑦. Note: 𝑦 is measured from the natural length of spring.

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SLIDE 10

Work done on a spring

Problem: Compute the work done on the spring to compress it by 𝑌.

  • “slice path”, each segment is Δ𝑦 long
  • approximate force as a constant on each segment,
  • n 𝑗-th segment, consider force of magnitude 𝐺, = 𝑙𝑦,
  • compute work to compress by Δ𝑦,

Recall: Force exerted on spring is in the same direction as displacement, 𝐺, ( ∆𝑦 = 𝐺,∆𝑦 cos 0 = 𝐺,∆𝑦 ⇒ ∆𝑋

, = 𝑙𝑦,Δ𝑦

  • add up all contributions and take a limit ⇒ definite integral

𝑋 = V 𝑙𝑦 𝑒𝑦 = 1 2 𝑙 𝑌Y

Z[ \

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SLIDE 11

Work done by a spring

Problem: Compute work done by the spring when compressed by 𝑌.

  • approximate force as a constant on each segment,
  • n 𝑗-th segment, consider force of magnitude 𝐺, = 𝑙𝑦,
  • compute work when compressed by Δ𝑦,

Recall: Force exerted by spring is opposite to displacement, 𝐺, ( ∆𝑦 = 𝐺, ∆𝑦 cos 𝜌 = −𝐺,∆𝑦 ⇒ ∆𝑋

, = −𝑙𝑦,Δ𝑦

  • add up all contributions and take a limit ⇒ definite integral

𝑋 = − ∫ 𝑙𝑦 𝑒𝑦 = −

A Y 𝑙 𝑌Y Z[ \

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SLIDE 12

Work done on a point charge

Problem: Find the electric potential energy between two charges a distance 𝑠 apart. Recall: When a conservative force acts on a particle that moves from 𝑏 to 𝑐, the change in potential energy is the negative work done by conservative force, 𝑉5 − 𝑉6 = −𝑋. Strategy: Compute work done on 𝑟A by the electric force exerted by a second (stationary) charge 𝑟Y when 𝑟A moves from very far (∞) to 𝑠.

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SLIDE 13

Work done on a point charge

Problem: Find the electric potential energy between two charges a distance 𝑠 apart.

  • “slice” path, each segment is ∆𝑠 long
  • approximate force, on the 𝑗-th segment consider 𝐺

, = >abac (de)c

  • compute work done to move 𝑟A by ∆𝑠

Recall: Electric force is in the same direction as the displacement ⇒ ∆𝑋

, = 𝐺 , ( ∆𝑠 = 𝐺 ,∆𝑠 ,= >abac (de)c ∆𝑠 ,

Add up all contributions and take a limit ⇒ W = ∫

>abac fc

𝑒𝑨

d N

improper integral ∆𝑉 = −∫

>abac fc

𝑒𝑨

d N

= − lim

h→N − >abac f

i d

h = >abac d

− lim

h→N >abac h

=

>abac d

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SLIDE 14

A leaky bucket…

A 2 kg bucket and a light rope are used to draw water from a well that is 40 m

  • deep. The bucket is filled with 20 kg of water and is pulled up at 0.5 m/s, but

water leaks out of a hole in the bucket at 0.1 kg/s. Find the work done in pulling the bucket to the top of the well.

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SLIDE 15

A leaky bucket…

A 2 kg bucket and a light rope are used to draw water from a well that is 40 m deep. The bucket is filled with 20 kg of water and is pulled up at 0.5 m/s, but water leaks out of a hole in the bucket at 0.1 kg/s. Find the work done in pulling the bucket to the top of the well.

Force acting on bucket changes as water leaks out ⇒ need to integrate! Solution

  • slice up path into segments ∆𝑧 long
  • on the 𝑗-th segment consider 𝐺

, = 𝑛,𝑕

  • work to lift water by ∆𝑧 is ∆𝑋 = 𝑛,𝑕∆𝑧 ⇒ 𝑛, = 𝑛(𝑧,), 𝑛 is a function of 𝑧

.n .o = − \.A \.p , 𝑛 0 = 20 ⇒ 𝑛 𝑧 = −0.2𝑧 + 20

𝑋q6rsd = ∫ (−0.2𝑧 + 20

t\ \

)𝑕 𝑒𝑧 𝑋5uv>sr = 𝑛𝑕 ( 40 = 80𝑕 (constant 𝑛) 𝑋ryr6z = 𝑋q6rsd + 𝑋5uv>sr

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SLIDE 16

A heavy rope…

A 10-m long rope of density 2 kg/m is hanging from a wall which is 5 m high (so 5 m of rope runs down the length of the wall and the remaining 5 m is coiled at the bottom of the wall). How much work (in J) is required to pull the rope to the top of the wall? Let g be the acceleration due to gravity.

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SLIDE 17

A heavy rope…

A 10-m long rope of density 2 kg/m is hanging from a wall which is 5 m high (so 5 m of rope runs down the length of the wall and the remaining 5 m is coiled at the bottom of the wall). How much work (in J) is required to pull the rope to the top of the wall? Let g be the acceleration due to gravity.

Rope has distributed mass, NOT point-like object ☛portion of rope near the top undergoes small displacement, ☛portion of rope near the ground undergoes bigger displacement Mass is distributed uniformly along rope ⇒ force is constant Displacement changes ⇒ need to integrate! Strategy:

  • “slice” rope into small segments of mass ∆𝒏.
  • Compute work to lift each segment to the top of wall
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SLIDE 18

A heavy rope…

A 10-m long rope of density 2 kg/m is hanging from a wall which is 5 m high (so 5 m of rope runs down the length of the wall and the remaining 5 m is coiled at the bottom of the wall). How much work (in J) is required to pull the rope to the top of the wall? Let g be the acceleration due to gravity. What’s the work ∆𝑋 to lift a segment of rope ∆𝑧 long from a height

𝑧 to the top of the wall?

  • A. ∆𝑋 = 2∆𝑧 𝑕 𝑧
  • B. ∆𝑋 = 2∆𝑧 𝑕(5 − 𝑧)
  • C. ∆𝑋 = 2∆𝑧 𝑕(10 − 𝑧)
  • D. ∆𝑋 = 2∆𝑧 𝑕(5 + 𝑧)
  • E. ∆𝑋 = 2∆𝑧 𝑕(10 + 𝑧)
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SLIDE 19

A heavy rope…

A 10-m long rope of density 2 kg/m is hanging from a wall which is 5 m high (so 5 m of rope runs down the length of the wall and the remaining 5 m is coiled at the bottom of the wall). How much work (in J) is required to pull the rope to the top of the wall? Let g be the acceleration due to gravity. What’s the work ∆𝑋 to lift a segment of rope ∆𝑧 long from a height

𝑧 to the top of the wall?

  • A. ∆𝑋 = 2∆𝑧 𝑕𝑧

B.

  • B. ∆𝑿 = 𝟑∆𝒛 𝒉(𝟔 − 𝒛)
  • C. ∆𝑋 = 2∆𝑧 𝑕(10 − 𝑧)
  • D. ∆𝑋 = 2∆𝑧 𝑕(5 + 𝑧)
  • E. ∆𝑋 = 2∆𝑧 𝑕(10 + 𝑧)
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SLIDE 20

A heavy rope…

A 10-m long rope of density 2 kg/m is hanging from a wall which is 5 m high (so 5 m of rope runs down the length of the wall and the remaining 5 m is coiled at the bottom of the wall). How much work (in J) is required to pull the rope to the top of the wall? Let g be the acceleration due to gravity.

  • A. 𝑋 = ∫ 2𝑕 5 − 𝑧 𝑒𝑧

p \

  • B. 𝑋 = ∫

2𝑕 5 − 𝑧 𝑒𝑧

A\ \

  • C. 𝑋 = ∫ 2𝑕 5 − 𝑧 𝑒𝑧

p \

+ 50𝑕

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SLIDE 21

A heavy rope…

A 10-m long rope of density 2 kg/m is hanging from a wall which is 5 m high. How much work (in J) is required to pull the rope to the top

  • f the wall? Let g be the acceleration due to gravity.

A segment (of hanging rope) at height 𝑧 moves a distance (5 − 𝑧) A segment (of coiled rope) moves a distance of 5 m (constant displacement, no need to integrate) total work 𝑋 = ∫ 2𝑕 5 − 𝑧 𝑒𝑧 +

p \

2 ( 5 ( 𝑕 ( 5 force displacement

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SLIDE 22

Building a pile of sand…

How much work must be done in producing a conical heap of sand of base radius R and height H? Let 𝜍 be the density of mass (kg/m3). You may assume that all the sand is taken from the surface of the earth (that is, from height 0).

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SLIDE 23

Building a pile of sand…

How much work must be done in producing a conical heap of sand of base radius R and height H? Let 𝜍 be the density of mass (kg/m3). You may assume that all the sand is taken from the surface of the earth (that is, from height 0). No work is done when moving sand horizontally. ☛ less mass at the top of pile compared to the bottom ☛ sand at the top travels higher than sand at the bottom Both mass (force) and displacement change ⇒ Integrate! Strategy:

  • “slice” pile into horizontal layers of mass ∆𝒏
  • compute work done to lift each layer to its current height
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SLIDE 24

Building a pile of sand

How much work must be done in producing a conical heap of sand of base radius R and height H? Let 𝜍 be the density of mass (kg/m3). You may assume that all the sand is taken from the surface of the earth (that is, from height 0). Work to lift a layer of mass ∆𝑛 up a height 𝑧 from the ground force displacement

Δ𝑋 = (∆𝑛z6osd ( 𝑕) ( 𝑧

∆𝑛z6osd= 𝜍 ( ∆𝑊

z6osd

∆𝑊

z6osd= 𝜌 𝑠YΔ𝑧 = 𝜌 𝑆 − h Š 𝑧 Y

Δ𝑧 𝑋 = V 𝜍

Š \

𝑕 𝜌 𝑆 − 𝑆 𝐼 𝑧

Y

𝑧 𝑒𝑧

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SLIDE 25

Digging a well

Consider two workers digging a well. How deep should the first worker dig so that each does the same amount of work? Assume the well does not get any wider or narrower as the workers dig.

  • A. The first worker should dig to a depth 𝐸/2
  • B. The first worker should dig to a depth 𝐸/3
  • C. The first worker should dig to a depth 2𝐸/3
  • D. The first worker should dig to a depth 3𝐸/4
  • E. The first worker should dig to a depth 𝐸

2 ⁄

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SLIDE 26

Digging a hole

Consider two workers digging a hole. How deep should the first worker dig so that each does the same amount of work? 𝜍 = density of the dirt (constant) 𝐸 = depth of the well (fixed) 𝐵 = cross-sectional area of the well (constant) 𝑋

ryr = V 𝜍 𝐵 𝑕 ‘ \

𝑧 𝑒𝑧 = 𝜍𝐵𝑕 𝐸Y 2 Let 𝑨 be the depth of the hole the first worker, must solve ∫ 𝜍 𝐵 𝑕 𝑧𝑒𝑧 =

A Y f \

𝜍𝐵𝑕

‘c Y

⇒ 𝑨 =

‘ Y .

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SLIDE 27

Pumping out fluid from a tank

A cylindrical tank with a length of 𝑀 m and a radius of 𝑆 m is on its side and half-full of gasoline. How much work is done to empty the tank through an outlet pipe at the top of the tank? Let ρ be density of gasoline, and A be the cross-sectional area

  • f a layer at height y,
  • A. ∫

𝜍 𝑕 𝐵 2𝑆 − 𝑧 𝑒𝑧

Yh \

  • B. ∫

𝜍 𝑕 𝐵 𝑆 − 𝑧 𝑒𝑧

Yh \

  • C. ∫ 𝜍 𝑕 𝐵 2𝑆 − 𝑧 𝑒𝑧

h \

  • D. ∫ 𝜍 𝑕 𝐵 𝑧 𝑒𝑧

h \

  • E. ∫ 𝜍 𝑕 𝐵 𝑒𝑧

h \

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SLIDE 28

Pumping out fluid from a tank

A cylindrical tank with a length of 𝑀 m and a radius of 𝑆 m is on its side and half-full of gasoline. How much work is done to empty the tank through an outlet pipe at the top of the tank? Let ρ be density of gasoline, and A be the cross-sectional area

  • f a layer at height y,
  • A. ∫

𝜍 𝑕 𝐵 2𝑆 − 𝑧 𝑒𝑧

Yh \

  • B. ∫

𝜍 𝑕 𝐵 𝑆 − 𝑧 𝑒𝑧

Yh \

C.

  • C. ∫ 𝝇 𝒉 𝑩 𝟑𝑺 − 𝒛 𝒆𝒛

𝑺 𝟏

  • D. ∫ 𝜍 𝑕 𝐵 𝑧 𝑒𝑧

h \

  • E. ∫ 𝜍 𝑕 𝐵 𝑒𝑧

h \