This presentation shows how one can use animation tools to illustrate concepts in the engineering filed. It is a old presentation in 2005. However, it contains some interesting concepts.
Introduction to ArtificiaI Intelligence in Higher Education
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
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
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.