TUNAMI N2
TSUNAMI MODELLING MANUAL
By
Prof.
Nobuo Shuto
Faculty of Policy Studies, Iwate Prefectural University
Dr.Fumihiko
Imamura
Prof. of Tsunami Engineering
School of Civil Engineering,
Asian Inst. Tech .(1993-1995) and
Dr.
Ahmet Cevdet Yalciner
Assoc. Prof. in Middle East
Technical University, Civil Enigneering Department, Ocean Engineering Research
Center, Ankara Turkey
Res.
Assist. Gulizar Ozyurt
Research Assistant in
INTRODUCTION
This manual is based on “TSUNAMI
NUMERICAL SIMULATION with the staggered leap-frog scheme (Numerical code of
TUNAMI-N1)” of Dr. Fumihiko Imamura, Prof. of Tsunami Engineering School of
Civil Engineering, Asian Inst. Tech. and
In 1997, the manual was published by
UNESCO as IOC Manuals and Guides No.30 “IUGG/IOC TIME PROJECT: NUMERICAL METHOD
OF TSUNAMI SIMULATION WITH THE LEAP-FROG SCHEME”.
The TUNAMI code consists of;
TUNAMI-N1 (
TUNAMI-N2 (linear theory
in deep sea, shallow-water theory in shallow sea and runup on land with
constant grids),
TUNAMI-N3 (linear theory with varying
grids),
TUNAMI-F1 (linear theory for propagation
in the ocean in the spherical co-ordinates)
and
TUNAMI-F2 (linear theory for propagation
in the ocean and coastal waters).
The manual is revised and extended by Dr.
Fumihiko Imamuıra tohoku
Chapters 1 to 7 assess the governing
equations, numerical scheme, errors, initial and boundary conditions. Chapters
8 to 10 assess the input files and data necessary for the software. Chapter 11
assesses the TUNAMI-N2 program in detail. Chapter 12 assesses the
interpretation of the output files. Chapter 13 includes some sample and
real-time examples. The glossary is an important source for the whole document
including earthquake, tsunami and wave terminology.
CONTENTS
INTRODUCTION
1.1 Shallow water theory
1.2 Bottom friction
1.3 Governing equation
1.4 Note on convection terms
2.1 Numerical scheme for linear equation
2.2 Numerical scheme for
convection term
2.3 Numerical scheme for bottom friction term
3. Stability and
Truncation errors
3.1 Stability
3.2 Consistency and truncation error
4.1 Initial conditions
4.2 Bottom deformation due to the fault motion
5. Open and other
Boundary Conditions
5.1 Open Boundary Conditions for Regular Waves and Forced Input
5.2 Open Boundary Conditions for Free Transmission
5.3 Boundary Conditions for Water Overflowing Structures
6. Boundary Conditions
at Run-up Front
6.1
Wave front condition
6.2
Boundary Conditions When Water Overflows Structures
7.1
Necessity of Continuation of Regions in Numerical Computation
7.2
Continuation of Regions of Different Δx
7.3
Continuation of Regions of Different Δt
8. Processing
Bathymetric Data
9.1
Input parameters
9.2
Output files
11.1
Input files
11.2
Parameters
11.3
Subroutines
11.4
Output files
12. Interpretation of
TUNAMI N2 Output Files
13. Sample and
Real-time Applications