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30 20 10 -10 -20 -30 15 10 5 -5 -10 0.0 02 Wave Propagation (Finite Difference Method) 0.4 0.6 Wave Propagation (Finite Difference Method) Numerical Solution of Wave Equation (Spatially Varying Wave Speed) t=0.00 t-0.50 0.8 t 1.00 t-1.50 t=2.00 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.8 1.0 0.0 0.0 0.2 0.4 0.6 0.8 1.0 x t=0.00 -0.50 t-1.00 t-1.50 t-2.00 0.0 -0.2 -0.4 F-0.6 -0.8 -1.0 -1.2 Numerical Solution of Damped Wave Equation -15- -1.4 0.0 0.2 04 06 08 10 0.0 0.2 0.4 0.6 0.8 1.0

30 20 10 -10 -20 -30 15 10 5 -5 -10 0.0 02 Wave Propagation (Finite Difference Method) 0.4 0.6 Wave Propagation (Finite Difference Method) Numerical Solution of Wave Equation (Spatially Varying Wave Speed) t=0.00 t-0.50 0.8 t 1.00 t-1.50 t=2.00 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.8 1.0 0.0 0.0 0.2 0.4 0.6 0.8 1.0 x t=0.00 -0.50 t-1.00 t-1.50 t-2.00 0.0 -0.2 -0.4 F-0.6 -0.8 -1.0 -1.2 Numerical Solution of Damped Wave Equation -15- -1.4 0.0 0.2 04 06 08 10 0.0 0.2 0.4 0.6 0.8 1.0

Advanced Engineering Mathematics
Advanced Engineering Mathematics
10th Edition
ISBN:9780470458365
Author:Erwin Kreyszig
Publisher:Erwin Kreyszig
Chapter2: Second-order Linear Odes
Section: Chapter Questions
Problem 1RQ
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Can you make an analyzation for this graph? can give me short description for each graphs? Thank you!

30 20 10 -10 -20 -30 15 10 5 -5 -10 0.0 02 Wave Propagation (Finite Difference Method) 0.4 0.6 Wave Propagation (Finite Difference Method) Numerical Solution of Wave Equation (Spatially Varying Wave Speed) t=0.00 t-0.50 0.8 t 1.00 t-1.50 t=2.00 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.8 1.0 0.0 0.0 0.2 0.4 0.6 0.8 1.0 x t=0.00 -0.50 t-1.00 t-1.50 t-2.00 0.0 -0.2 -0.4 F-0.6 -0.8 -1.0 -1.2 Numerical Solution of Damped Wave Equation -15- -1.4 0.0 0.2 04 06 08 10 0.0 0.2 0.4 0.6 0.8 1.0
Transcribed Image Text:30 20 10 -10 -20 -30 15 10 5 -5 -10 0.0 02 Wave Propagation (Finite Difference Method) 0.4 0.6 Wave Propagation (Finite Difference Method) Numerical Solution of Wave Equation (Spatially Varying Wave Speed) t=0.00 t-0.50 0.8 t 1.00 t-1.50 t=2.00 0.7 0.6 0.5 0.4 0.3 0.2 0.1 0.8 1.0 0.0 0.0 0.2 0.4 0.6 0.8 1.0 x t=0.00 -0.50 t-1.00 t-1.50 t-2.00 0.0 -0.2 -0.4 F-0.6 -0.8 -1.0 -1.2 Numerical Solution of Damped Wave Equation -15- -1.4 0.0 0.2 04 06 08 10 0.0 0.2 0.4 0.6 0.8 1.0
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