Final Report
Appendix
A Appendix B Appendix
C
Appendix D - Detailed Models
D.1 Phase 1 Pre-collision.
D.1.1 Meteor Volume. In determining the volume of the meteor, a sphere was chosen as the shape of the meteor. This provides an adequate model which only depends on one parameter (radius). Typical values of radius are easy to find. The following is the model for a volume of a sphere:
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where
r0 - initial radius of meteor (m)
This model for the volume of a sphere came from reference [1].
Iron-rock - 5440.0 kg/m3
Iron-nickel - 7580.0 kg/m3
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where
V - volume of the object (m3)
d - density of the object (kg/m3)
This model came from reference [1].
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where
m - mass of the object (kg)
v - velocity of the object (m/sec)
This model came from reference [1].
Common velocities of meteors are usually between 10000 and 30000 m/sec [5].
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where
K0 - Kinetic energy of meteor before hitting the Earth's atmosphere (joules)
This model came from reference [5].
Meteor kinetic energies are expected to be very large. Typically these energies are reported in the energy equivalent of Giga-tons of TNT.
The following is a model for the energy transfer from the meteor to the ocean in a totally inelastic collision:
where
g - 4.25 x 1018 (joules/Giga-ton)
Ki - Kinetic energy of meteor right before collision (joules)
This model came from reference [1].
D.2.1 Distance from the Impact Site to the Shore. The Haversine model takes two locations on a sphere and models the length of the arc between them. For Phase 2, this model was used to model the distance between the impact location and the shore. The following is the Haversine model:
dlon = lon2-lon1
dlat = lat2-lat1
a = (sin(dlat/2))^2 + cos(lat1) * cos(lat2) * (sin(dlon/2))^2
c = 2 * atan2(sqrt(a), sqrt(1-a))
where
lon1 - longitude of the impact site (rad)
lat2 - latitude of the shore (rad)
lat1 - latitude of the impact site (rad)
a - intermediate number
c- distance between the two points (km)
This model came from reference [8].
D.2.3 Wave Propagation. Wave propagation is important to this project. Wave propagation is the progression or regression of the height of a wave over the open ocean. There are two models for wave propagation. One is for deep water, or when the depth of the ocean at the impact site is more than twelve times the meteor diameter. This is the model for this impact:
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where
Ki - meteor kinetic energy at impact (Giga-tons of TNT)
R - distance of shore from impact site (km)
If the ocean is not twelve times as deep as the diameter of the meteor, the collision is considered a shallow water impact. The model for that type of impact is as follows:
where
d - local ocean depth (m)
R - distance of shore from impact site (km)
Ki - kinetic energy of meteor at impact (Giga-tons of TNT)
This model came from reference [7].
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where
hw - peak-to-peak amplitude of surface wave (m)
This model came from reference [7].
D.3.1 Shoreline Depth. The shoreline depth of the tsunami is needed to determine the maximum distance inland the tsunami travels. The model needs the tsunami runup factor of the shore, which is how fast a wave rises in height after reaching the shore. The runup factor is usually 10. The following is the model for determining the shoreline depth of the tsunami:
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where
tr - tsunami runup factor
h - peak amplitude of the surface wave at shore (m)
D.3.2 Maximum Tsunami Surge Inland. The next model needed was the model to determine the maximum tsunami surge inland. The only input to this model is the shoreline height of the tsunami. The following is the model for the maximum tsunami surge inland:
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where
hs - shoreline depth of tsunami (m)
D.3.3 Distance between Shore and City. The Haversine model takes two locations on a sphere and models the length of the arc between them. For Phase 3 this model determines the distance between the shore and the city. The following is the Haversine model:
dlon = lon3-lon2
dlat = lat3-lat2
a = (sin(dlat/2))^2 + cos(lat3) * cos(lat2) * (sin(dlon/2))^2
c = 2 * atan2(sqrt(a), sqrt(1-a))
where
lon3 - longitude of the city (rad)
lat2 - latitude of the shore (rad)
lat3 - latitude of the city (rad)
a - intermediate number
c- distance between the two points (km)
D.3.4 Flood Depth in City. The fourth model needed for this phase was the model for the height of the tsunami at the city.. The shoreline depth, the distance of the city from the shore, and the maximum tsunami surge inland are inputs for this model.. The model is defined as follows:

where
hs - shoreline depth of the tsunami (m)
X - distance of the city inland (km)
Xm - maximum distance inland tsunami will surge (km)