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Animation in Education
Dr. Eng. Amro Elfeki
Water Resources Dept.,
Faculty of Meteorology, Environment and Arid
Land Agriculture
E-mail: aelfeki@Yahoo.com
www.hydrology.citg.tudelft.nl/work/staff/aelfeki
.htm
Overview
• What is Animation?
• History of Means of Illustration.
• Why do we need Animation in
Education?
• How can we make Animation?
• Examples.
• Conclusions.
What is Animation ?
Animation is making a series of
movements or change in the display.
geography.uoregon.edu/envchange/clim_animations/index.html
Climate Animation
History of Means of Illustration
• Drawing on the backboard.
• Drawing on whiteboard with colors.
• Neat drawing illustrations.
• Overhead and/or slide projectors.
• Analog Video and TV.
• Lecture Rooms Equipped with Desktops.
• Laptops (slide show).
• Laptops + Video, Digital Cameras, etc.
• 3D visualization and simulation.
Why do We need Animation in
Education ?
• Simplifying concepts for students.
• Making science easy.
• Making knowledge attractive.
• Making students like the subject.
• Self learning
How can We make Animation ?
• Powerpoint.
• Scaned Photos + Animation Software {e.g. Animation
Shop}.
• Animated gif-files {Snapshots + Animation Software}.
• Digital Video Camera.
• Numerical Simulations + Graphical Software +
Animation Software
• Digital Camera Snapshots + Animation Software.
• Computer Packages (e.g. Math lab, Maple, etc.).
• Virtual Laboratories.
• Java Applets.
Animation with Powerpoint
• Application on the use of Powerpoint to make
animation:
“Simulation of Solute Injection in a Layered
Reservoir”
Simulation of Solute Injection in
a Layered Reservoir
Z=0
Z=-H
R
B , K2 2
B , Ki i
B , Kn n
B , K1 1
r
Q
e
r
w
w
Tracer Front
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field ( mg/l) at time = 160 Days
1.00 2.00 3.00 4.00 5.00
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field ( mg/l) at time = 20 Days
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field ( mg/l) at time = 800 Days
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Hydraulic Head Field ( m)
1.1 1.3 1.5 1.7 1.9
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Hydraulic Conductivity Field ( m/day)
2.0 4.0 6.0 8.0 10.0
Q
0r
r z
K
K K
r r r r Z Z
         
       
         
1
0r r z
C C C C
v rD D
t r r r r Z Z
        
      
        
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Hydraulic Conductivity Field ( m/day)
2.0 4.0 6.0 8.0 10.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Hydraulic Head Field ( m)
1.1 1.3 1.5 1.7 1.9
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 20 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 40 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 60 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 80 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 100 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 120 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 140 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 160 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 180 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 200 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 400 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 600 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 800 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 1000 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 1200 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 1400 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 1600 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 1800 days
1.0 2.0 3.0 4.0 5.0
-100 -80 -60 -40 -20 0 20 40 60 80 100
Horizontal Distance (m)
-40
-20
0
Depth(m)
Concentration Field (mg/l) after 2000 days
1.0 2.0 3.0 4.0 5.0
Water Quality & Groundwater
Contamination
Continuous Source t1
t4t2 t3
One time release
t2t1
t3
 
Dispersion Diffusion
Advection
ij i
i j i
C C
CVD
t x x x

    
  
     
6 44 7 4 48 64 7 48
Material from a Book
Concentration Distribution in case of Pulse and Continuous Injections in a 2D
Field [after Kinzelbach, 1986].






tV4
)Y-(y
+
tV4
)tV-X-(x
-
tV4tV4
H)/(M=t)y,C(x,
xt
2
o
xl
2
xo
xtxl
o


exp  
d
tV4
Y-y
+
tV4
tV-X-x
-
tV4
HM=ty,x,C
t
xt
2
o
xl
2
xo
tlx
o
 









0
)(
)(
)(
)((
exp
1)(/
)( 




Comparison between Analytical
Solution and RW-method
(Animated Gif-files)
2 2
/( )
( , , )
4 4
( - - ( -) )
exp -
4 4
o
l x t x
o ox
l x t x
HMC x y t
t tV V
x t yVX Y
t tV V


  
 
 
    0
/ ( )
( )
1 ( ( () )
exp
( ) ( )
o
x l t
t 2 2
o ox
l x t x
HMC x,y,t =
4 V
x - - t y -VX Y- + d
t 4 t 4 tV V


  
  
 
       

Animation from Scaned Photos
•Scaned Photos + Animation Software {e.g. Animation Shop}.
Example (1)
0 10 20 30 40 50 60 70 80 90 100
-50
-40
-30
-20
-10
0
•Scaned Photos + Animation Software {e.g. Animation Shop}.
Computer package: Mathlab
Simulation of the Subsurface
Structures
Virtual Laboratory
Formation of Hydraulic Jump
Unsteady Flow in Groundwater
Aquifers
 
   
         
         
         
         
0
2
,
cosh / -cos /
cos sinh / cos / sinh / cos /
-sin cosh / sin / sinh / cos /
sin sinh / cos / cosh / sin /
cos cosh / sin / cosh / sin / ]
h
h x t
d l d l
t x l x l d l d l
t x l x l d l d l
t x l x l d l d l
t x l x l d l d l


 






Demo-1 (RW) no adsorption
Demo-2 (RW) kinetic adsorption
Demo-3 (RW) kinetic adsorption
Random Walk Particle Simulation
(Advection+Dispersion+Adsorption)
Java Applets
• Web Sites
Conclusions
• Animation is a very useful tool to make
illustrations for Educational Purposes.
• It needs experience in computer softwares,
models, computer graphics, visualization tools
and the scientific materials. (Team work)
• In my opinion, in the near future we have to
go towards this educational tool “Animation”
if we are aiming to compete with the
international society.
• If we are not able to compete with hardware
productions we should try to compete at least
with the use of software.

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Using Animation in Education

  • 1. Animation in Education Dr. Eng. Amro Elfeki Water Resources Dept., Faculty of Meteorology, Environment and Arid Land Agriculture E-mail: aelfeki@Yahoo.com www.hydrology.citg.tudelft.nl/work/staff/aelfeki .htm
  • 2. Overview • What is Animation? • History of Means of Illustration. • Why do we need Animation in Education? • How can we make Animation? • Examples. • Conclusions.
  • 3. What is Animation ? Animation is making a series of movements or change in the display.
  • 5. History of Means of Illustration • Drawing on the backboard. • Drawing on whiteboard with colors. • Neat drawing illustrations. • Overhead and/or slide projectors. • Analog Video and TV. • Lecture Rooms Equipped with Desktops. • Laptops (slide show). • Laptops + Video, Digital Cameras, etc. • 3D visualization and simulation.
  • 6. Why do We need Animation in Education ? • Simplifying concepts for students. • Making science easy. • Making knowledge attractive. • Making students like the subject. • Self learning
  • 7. How can We make Animation ? • Powerpoint. • Scaned Photos + Animation Software {e.g. Animation Shop}. • Animated gif-files {Snapshots + Animation Software}. • Digital Video Camera. • Numerical Simulations + Graphical Software + Animation Software • Digital Camera Snapshots + Animation Software. • Computer Packages (e.g. Math lab, Maple, etc.). • Virtual Laboratories. • Java Applets.
  • 8. Animation with Powerpoint • Application on the use of Powerpoint to make animation: “Simulation of Solute Injection in a Layered Reservoir”
  • 9. Simulation of Solute Injection in a Layered Reservoir Z=0 Z=-H R B , K2 2 B , Ki i B , Kn n B , K1 1 r Q e r w w Tracer Front -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field ( mg/l) at time = 160 Days 1.00 2.00 3.00 4.00 5.00 -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field ( mg/l) at time = 20 Days -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field ( mg/l) at time = 800 Days -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Hydraulic Head Field ( m) 1.1 1.3 1.5 1.7 1.9 -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Hydraulic Conductivity Field ( m/day) 2.0 4.0 6.0 8.0 10.0 Q 0r r z K K K r r r r Z Z                             1 0r r z C C C C v rD D t r r r r Z Z                         
  • 10. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Hydraulic Conductivity Field ( m/day) 2.0 4.0 6.0 8.0 10.0
  • 11. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Hydraulic Head Field ( m) 1.1 1.3 1.5 1.7 1.9
  • 12. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 20 days 1.0 2.0 3.0 4.0 5.0
  • 13. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 40 days 1.0 2.0 3.0 4.0 5.0
  • 14. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 60 days 1.0 2.0 3.0 4.0 5.0
  • 15. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 80 days 1.0 2.0 3.0 4.0 5.0
  • 16. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 100 days 1.0 2.0 3.0 4.0 5.0
  • 17. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 120 days 1.0 2.0 3.0 4.0 5.0
  • 18. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 140 days 1.0 2.0 3.0 4.0 5.0
  • 19. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 160 days 1.0 2.0 3.0 4.0 5.0
  • 20. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 180 days 1.0 2.0 3.0 4.0 5.0
  • 21. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 200 days 1.0 2.0 3.0 4.0 5.0
  • 22. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 400 days 1.0 2.0 3.0 4.0 5.0
  • 23. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 600 days 1.0 2.0 3.0 4.0 5.0
  • 24. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 800 days 1.0 2.0 3.0 4.0 5.0
  • 25. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 1000 days 1.0 2.0 3.0 4.0 5.0
  • 26. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 1200 days 1.0 2.0 3.0 4.0 5.0
  • 27. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 1400 days 1.0 2.0 3.0 4.0 5.0
  • 28. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 1600 days 1.0 2.0 3.0 4.0 5.0
  • 29. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 1800 days 1.0 2.0 3.0 4.0 5.0
  • 30. -100 -80 -60 -40 -20 0 20 40 60 80 100 Horizontal Distance (m) -40 -20 0 Depth(m) Concentration Field (mg/l) after 2000 days 1.0 2.0 3.0 4.0 5.0
  • 31. Water Quality & Groundwater Contamination Continuous Source t1 t4t2 t3 One time release t2t1 t3   Dispersion Diffusion Advection ij i i j i C C CVD t x x x                6 44 7 4 48 64 7 48
  • 32. Material from a Book Concentration Distribution in case of Pulse and Continuous Injections in a 2D Field [after Kinzelbach, 1986].       tV4 )Y-(y + tV4 )tV-X-(x - tV4tV4 H)/(M=t)y,C(x, xt 2 o xl 2 xo xtxl o   exp   d tV4 Y-y + tV4 tV-X-x - tV4 HM=ty,x,C t xt 2 o xl 2 xo tlx o            0 )( )( )( )(( exp 1)(/ )(     
  • 33. Comparison between Analytical Solution and RW-method (Animated Gif-files) 2 2 /( ) ( , , ) 4 4 ( - - ( -) ) exp - 4 4 o l x t x o ox l x t x HMC x y t t tV V x t yVX Y t tV V              0 / ( ) ( ) 1 ( ( () ) exp ( ) ( ) o x l t t 2 2 o ox l x t x HMC x,y,t = 4 V x - - t y -VX Y- + d t 4 t 4 tV V                   
  • 34. Animation from Scaned Photos •Scaned Photos + Animation Software {e.g. Animation Shop}.
  • 35. Example (1) 0 10 20 30 40 50 60 70 80 90 100 -50 -40 -30 -20 -10 0 •Scaned Photos + Animation Software {e.g. Animation Shop}.
  • 36. Computer package: Mathlab Simulation of the Subsurface Structures
  • 38. Unsteady Flow in Groundwater Aquifers                                               0 2 , cosh / -cos / cos sinh / cos / sinh / cos / -sin cosh / sin / sinh / cos / sin sinh / cos / cosh / sin / cos cosh / sin / cosh / sin / ] h h x t d l d l t x l x l d l d l t x l x l d l d l t x l x l d l d l t x l x l d l d l          
  • 39. Demo-1 (RW) no adsorption Demo-2 (RW) kinetic adsorption Demo-3 (RW) kinetic adsorption Random Walk Particle Simulation (Advection+Dispersion+Adsorption)
  • 41. Conclusions • Animation is a very useful tool to make illustrations for Educational Purposes. • It needs experience in computer softwares, models, computer graphics, visualization tools and the scientific materials. (Team work) • In my opinion, in the near future we have to go towards this educational tool “Animation” if we are aiming to compete with the international society. • If we are not able to compete with hardware productions we should try to compete at least with the use of software.