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1 INTRODUCTION
1.1 The Tsunami on 3.11
The 2011 off the Pacific coast of Tohoku Earthquake
occurred on 11th March in 2011. Its magnitude was
9.0 and it caused a massive disaster of tsunami. From
the report of the ministry of land, infrastructure and
transport (Mlit report 2011), the tsunami height from
the normal tide level was more than 20m in many
areas along the Sanriku coast line, and in some areas,
it was more than 30m up to 40m. The death toll was
more than 15,000. It is said more than 90% of the toll
was death by drowning due to the tsunami.
From the report by the Weather News Company in
September 2011 (Wethernews 2011), they conducted a
hearing investigation soon after the earthquake from
those who survived in the tsunami disaster area from
May 18
th
to June 12
th
. From this report, the average
evacuation time which means the time when one
started evacuation from when the earthquake
occurred was 19 minutes for those who survived,
whereas 21 minutes for those who deceased. This
means only a few minutes earlier action can save
many lives. It is said that most of the people there
thought the tsunami wouldn’t come as usual because
they experienced big earthquake several times before
with tsunami waning every time but no tsunami
hadn’t come before. So it is no wonder that they
thought the warning was just a routine work of the
news program like before and evacuation starting was
possible to be late. In addition, from this report we
can find several reasons to prevent people from
evacuating to the supposed safe place. The main
reason was there were so many obstacles on the road
like traffic jams or landslides that they cannot move
smoothly (Fujiu et al. 2016). The tsunami speed was
faster than their walking speed, so many were not
able to reach the safe place. Another main reason was
some of them went back to a dangerous area because
they were going to help others like the aged people or
their family (Mikami 2014).
Considering these data, we think if there is a safe
shelter in the garden or the parking lot in the house or
a small company, we can overcome those bad factors
Development of a Small Tsunami Shelter and Its Sea
E
xperiment of Towing and Drifting
K. Watanabe
School of Marine Science and Technology, Tokai University, Shizuoka, Japan
S. Mizuno
Mizuno Marine Co.Ltd., Osaka, Japan
ABSTRACT: We developed a small Tsunami shelter. The design characteristics of this shelter are, its floater
keeps the shelter floating even if the cabin space is fully flooded, the shelter can be self-recovered from the
upside down situation when it rolls in the sea. When the shelter is washed away from the shore, it starts
drifting. In that case, passengers might have to stay in the small cabin for several days. The length of the shelter
is around 2m, which is much less than a typical life boat. So we carried out the first sea experiment using a real
shelter with riding 8 passengers. In this paper, we’ll show the experimental results of motion sensor, towing
force, as well as lessons learnt.
http://www.transnav.eu
the
International Journal
on Marine Navigation
and Safety of Sea Transportation
Volume 14
N
umber 1
March 2020
DOI:
10.12716/1001.14.01.08
76
mentioned above. They can just go into the shelter as
soon as a big earthquake occurs whether the tsunami
is coming or not. It will take less than 10 minutes. A
family can be in the same place. If they can be in the
shelter, they don’t need to use a car for evacuation so
that the traffic jam will be alleviated.
On the other hand, there have been many projects
that were supported by Japanese government or
municipal governments like building Tsunami
evacuation towers, building a long seawall along the
coastline where is supposed the next Tsunami coming
(Kihara et al.2014). But it is difficult to cover all area,
so individual effort to prepare for the disaster by
oneself is important.
Many concepts of Tsunami shelter have been
proposed by many house makers or venture
companies. Most of these shelters are designed as a
temporary evacuation capsule to prevent people from
drowning at encountering the first Tsunami, however
few of them are designed considering the situation of
surviving when the shelter starts floating on the sea
after being washed away by the first or second
Tsunami. So we developed a small lifeboat type.
2 THE TSUNAMI SHELTER
2.1 Background of design concept of the shelter
The shelter is designed reflecting some lessons learnt
from the 3.11 earthquake. The massive flow of
tsunami includes everything on the ground like
crashed houses, cars, debris from factories or shops,
and even big ships from near ports. If one can drift
with these debris, the external force exerted to a
drifter seemed endurable and the possibility of
survival can be increased. Actually, there were some
people who were on a floatable debris survived
drifting with the flow. On the other hand, at one
community center where was designated as an
evacuation place when a big earthquake occurs, many
elderly people gathered were drowned because
tsunami was not supposed to come at that time. In
this case, one of the authors heard soon after the
tragedy from a student from the area that the victims
were not only drowning. The aged people were
whirled up to the beams of the roof of the community
hall when the hall had filled with sea water. As the
water ebbed rapidly while they were holding the
beams that they had to hang down from the beam and
fallen down from several meters high.
Considering these lessons, we decided to design
the shelter can be floatable and should be strong
while its drifting enough to protect people from the
debris which can hurt human body like a sharp edged
debris of metal or glass and so on.
Another lesson was prevention from hyperthermia
and store provisions and necessities. Most of the
evacuee lost not only their own house but also any
community center by being washed away by the
tsunami. More than 118,822 houses were totally
broken. More than 184,615 houses were half broken.
More than 386,000 of people had to spend several
nights without any shelter under the condition that all
route had shut down.
So our shelter is designed as a kind of small life
raft and also to be habitable as a temporary house.
2.2 The shelter
The shelter is designed as follows.
The buoyancy must be always positive even when
the space inside is fully flooded, which means it
never sinks.
The shape is round not to stack a structure like a
building or a bridge column while it is being
flowed by the tsunami flow.
It is watertight even if it submerges under 20m.
If the shelter turns upside down, it recovers by
itself. This is important because there is a very
high chance of rolling on the ground while being
washed away with the strong current.
It has enough space for 8 passengers including
provisions like water and food.
Considering above requirements, the principal
dimensions is set as Table 1 and the final design are as
shown from Figure 1 to Figure 4.
Table 1. Principal dimensions of the shelter.
_______________________________________________
Length 2.55 m
Breadth 2.14 m
Height 2.01 m
Number of passengers 8
Weight in air 4900 N
_______________________________________________
Figure 1. Front view of the shelter
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Figure 2. Side view of the shelter
Figure 3. Passenger arrangement (side view)
Figure 4. Passenger arrangement (top view)
The cabin is made of FRP. The lower overhanging
part is made of urethane which yields enough
buoyancy even when the cabin is fully flooded. There
are two water tight hatches where the evacuees get
onboard at front side and back side. A hatch can open
and close both from outside or inside. For air
ventilation, each hatch has a ventilating opening
which can be closed from inside. It is possible that the
evacuees get off the shelter on the sea to get on the
rescue ship of the coast guard or defense force. So the
hatch position is determined to avoid flooding while
it is opened.
As shown in Figure 3, maximum eight passengers
can get onboard. There are two benches inside and
eight seatbelts are installed. The bench has a lid and it
is used as a storage. The survival kit that includes
water, emergency provisions, fishing tools etc. is
settled in the bench. There are also a set of paddle
inside the bench and the hull has two holes for
paddling that can be closed from inside, so we can
thrust the shelter manually using these paddles.
The hull was fabricated in a Chinese company
which makes SOLAS adapted lifeboats. The wall
thickness is almost twice as thick as a normal lifeboat.
We designed the wall stronger than a life boat
because the shelter is possible to contact with many
obstacles like a floating car, destroyed houses or a
column of a bridge while it is being washed away by
the tsunami current.
The strength of the shelter body must be tested
especially from the viewpoint of impact force exerted
during tsunami. This is our future work.
3 THE SEA EXPERIMENT
3.1 The purpose of experiments
The shelter is designed to be able to survive in the
tsunami current. So we believe the evacuee in the
shelter can be much safer compared to the situation of
3.11 tsunami. The best story supposed is the shelter is
transported to the higher place by tsunami current
and it runs aground somewhere. The evacuee can live
there for the time being.
However, if the shelter is flowed off the coast with
the strong back wash, the evacuee in the shelter must
drift on the sea until a rescue ship comes to tow them
to the shore. As the size of the shelter is around 2 m,
sea sickness might be a big issue. In addition, as the
cabin is very narrow so psychological situation of the
people in the cabin might be an issue. Furthermore, if
many shelters are on the sea, a rescue ship has to tow
several shelters and how many shelters can be towed
at one time might be estimated to make a plan of
collecting shelters in an appropriate period.
So the purposes of the sea experiment in this
research are set as,
1 Evaluating roll, pitch motion in the sea.
2 Estimation of towing force for one shelter.
3 How do the evacuees feel in the shelter while
drifting.
4 Temperature difference measurement between
inside and outside.
The experiment was carried out on 16
th
January in
2019 in the Suruga Bay. The weather was fine but
windy and around 11.5m swell was observed. It is
towed by Tokai University’s research ship
“HOKUTO”. We made a motion and position
recording unit. The GARMINE GPS 18x 5Hz receiver
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is used as a GPS receiver. The roll, pitch and yaw
acceleration, velocity, and angle are recorded with the
GPS position. The GPS antenna is attached on the top
of the shelter as shown in Figure 5. The radar reflector
is also attached as shown in Figure 5.
Figure 5. GPS antenna and a radar reflector
Figure 6. Trajectory record in the experiment
The trajectory recorded in the experiment is shown
in Figure 6. We confirmed the shelter can be found
from more than 4 miles by radar.
Before sea trial, we measured how many seconds it
takes for eight passengers to get into the shelter.
When we get onboard using only one hatch, the
average was about 55 seconds. If we use both hatches,
the average was 35 seconds. As we tried several times,
the time becomes shorter.
3.2 The temperature comparison
The temperature and air ventilation are very
important for the shelter habitability. As mentioned
earlier, more than 386,000 people spent a week
outside in the cold air. To provide a shelter which
protect people inside from cold wind or rain is very
important. To know heat retaining property of the
shelter, we measured both outside and inside
temperature. Figure 7 shows the position of the
thermo sensor inside of the shelter. Outside thermo
sensor is attached adjacent to the GPS antenna.
Figure 7. Thermo sensor arrangement inside
Figure 8. Temperature record of first 100 minutes
Figure 9. Temperature record of next 100 minutes
Figure 8 and Figure 9 are a series of temperature
data. The orange line is the inside temperature. The
blue line is the outside temperature. Eight passengers
were onboard.
As shown is the Figure 8, we closed both hatches
at 9:44 and started towing. After 20 minutes, around
10:04, everyone felt stifling. As the hatches have an air
ventilation hole, we regarded ventilation would be
enough and we would not feel stifling before this
experiment started. However, we all felt bad air
condition in around 20 minutes. The hole is small to
be able to be closed easily to make it watertight. At
10:52, we all felt the inside air was endurable so we
agreed to open the rear hatch. When hatch opened we
all felt the air rapidly refreshed. From this
experiment, we found the ventilation hole should be
larger. As for heat retaining property, we found it
satisfactory. As the Figures show, the inside
temperature was kept around 20 regardless outside
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temperature was less than 15 in addition to the sea
temperature was low in winter. When both hatches
were closed, the inside temperature increased around
25. This is due to it was sunny on the day of
experiment and eight men were inside.
As shown in Figure 9 if both hatches were opened
the temperature drops around the outside
temperature in about 8 minutes. This also means the
air inside can be ventilated within 10 minutes if we
open both hatches.
From this experiment we confirmed that this
shelter can be useful not only protecting evacuees
from drowning or crashing in debris but also
providing them with a warm and rain-sealed shelter.
As the shelter stores at least minimum emergency
food and water, it will keep evacuees from
hyperthermia as well as dehydration.
3.3 Motion characteristics while drifting on the sea
The size of the shelter is determined as it can be
placed in one’s garden or a parking lot with keeping
eight passengers. As a result, the size became as
shown in Table 1.
This size around 2 m is so small that its motion on
the sea is supposed to be relatively large. This will
cause evacuees seasickness. The priority of this shelter
is to survive from tsunami. So ride quality must be
sacrificed. However, while waiting on the sea until
the rescue ship from the coast guard is coming, the
evacuees must drift freely on the sea.
So we conducted the free drift experiment and
recorded motion data. For this experiment, we made a
motion recording unit as shown in Figure 10. The
motion sensor is AMU light 9 axis MEMS of Silicon
sensing Japan Inc. All data were recorded in 5 Hz.
The module was set around the middle of the shelter
as shown in Figure 11. We can monitor whether the
sensor and GPS are working from outside PC.
Figures 12-14 are roll, pitch and yaw angles while
drifting. As Figure 12 and Figure 13 show, both roll
and pitch amplitude angles were around 10 degrees.
Those motion periods were from around 2 seconds to
4 seconds from FFT analysis. Figure 14 shows yaw
angle. We can see it kept rotated. The combined
motion made everyone feel sick. To improve its ride
quality, we need to evaluate RAOs and compare it
with our experimental results. This is our important
future work.
Figure 10. Sensor module architecture
Figure 11. Motion recording unit setting
Figure 12. Roll angle while drifting
Figure 13. Pitch angle while drifting
Figure 14. Yaw angle while drifting
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Figure 15. Students feeling sick while drifting
3.4 Towing force measurement
The shelter must be recovered as soon as possible
after a disaster ends. If many shelters are on the sea,
how to collect them is an important agenda for a
government. One possible story is gathering several
shelters together and tows them by a ship from the
coast guard or defense force. Towing force estimation
is important for this story. So we measured the
towing force while our shelter was towed as shown in
Figure 16. The towing force was measured by a force
sensor as shown in Figure 17. We read the sensor
value every 600 seconds with the speed of the boat.
The measured result is shown in Figure 18. The
towing speed was kept constant around 1.5 m/s to 2.0
m/s. However, we measured fluctuation of the towing
force, especially when the towing ship turned or the
shelter front plunged into the water. To estimate the
typical drag force coefficient of the shelter, we
assumed the representative towing force can be
estimated by the next simple drag force equation.
2
2
1
u
ACF
d
towing
ρ
(1)
where, ρ kg/m
3
is water density, u m/s is towing
speed, A m
2
is a representative area, breadth*draft.
Figure 16. Towing experiment
Figure 17. Relation of towing speed and force
Figure 18. Towing force and speed measured
By using the approximate polynominal in Figure
18, we evaluated the typical towing force was 314 N
at 1.5 m/s and 461 N at 2.0 m/s.
The weight of shelter itself is 4900 N and total
passenger weight was around 6860 N. So we
calculated the draft as 0.3m, then the submerged area
was around 0.6 m
2
. From equation (1) and the
estimated typical towing force values above, we
estimated the representative Cd value around 0.4 or
0.5. From this experiment, it turned out that the
estimated Cd value of the shelter was much lower
than we supposed.
When the towing speed was faster than 2.0 m/s,
we in the shelter observed the front of the shelter
sometimes plunged into the water. This seemed to
increase the exerted area A in equation (1) so that the
drag force becomes more than twice of the typical
value. As the estimation here is very simplified one,
so further investigation including 6 DOF simulation
and experimental data accumulation should be our
future work. As a primary study, we found the
towing force was not excessive and a rescue ship can
tow many shelters to the shore simultaneously with
gathering shelters drifting on the ocean.
3.5 Upside down test
We can easily suppose that the first tsunami water
might roll over the shelter and the shelter rolls several
times on the ground before it is afloat. Personal safety
inside is very important. As shown in Figure 19, eight
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seatbelts are implemented in the shelter. We planned
the roll-over experiment in the shallow rapid river,
but permission has not authorized yet.
Figure 19. Passenger seatbelts in the shelter
Figure 20. Upside down test in the pier
Instead, we carried out several upside-down tests
in the pier. We suspended the shelter from a crane
and rolled it over. While this test, we sat inside the
shelter with seatbelts fastened. As the shelter was
designed to be able to recover by itself on the sea, we
were not able to turn it down 180 degrees because it
somehow rolled back. However, we confirmed we
managed to bear the upside down rolling situation
inside without falling down from the head.
We realize more accelerated rolling situation
should be investigated further. It is a little bit
dangerous for us to ride on the rolling shelter, so we
need to use dummy dolls to collect data exerted on a
human body. This is also our important future work.
4 CONCLUSION AND FUTURE WORK
We conducted a sea experiment using the real
tsunami shelter. It turned out that the shelter drag
force is small enough, it can keep inside temperature
higher than outside air in winter. The rolling and
pitching motion were relatively large but we
managed to bear. We also confirmed that its self-
recovery from upside-down rolling situation. The
hatch height seemed high for the elderly, so we need
to modify it. Through the experiments in this study,
we confirmed basic function of the shelter and it
seems it will be helpful for protecting people from
supposed tsunami.
This is our primary study and we found several
important future work agendas as follows. Impact
force test should be carried out to confirm its
structural strength. RAO evaluation and motion
simulation in various sea conditions should be
studied. Fluid dynamical parameters like a drag
coefficient should be investigated further to estimate
its 6DoF motion and towing force. Inertial force
applied to a human body while the shelter is rolling
or smashed should be estimated by experiments.
ACKNOWLEDGEMENT
We would like to thank those laboratory members,
K.Utshnomiya, K.Harada, Y.Iwata, S.Nakajima, T.Furuya, S.
Tsuru and R.Katoh for their dedication to this research. We
sincerely appreciate Capt. I.Hashigaya and H.Sakata of the
HOKUTO crew for their extensive cooperation. This
research is supported by Toyonaka small and medium-sized
enterprises challenge business subsidies.
REFERENCES
Fujiu et al.2016. Analysis of countermeasures for car
evacuation against tsunami using traffic-micro
simulation. Journal of JAEE, vol.16 No.8:135-143.
Kihara et al.2014. Large-scale experiment of tsunami
hydrodynamic load on vertical tide wall. Journal of JSCE
B2, vol.70 No.2:826-830
Mikami 2014. The survey analysis about the victims by the
tsunami under the great east Japan earthquake. Journal
of JSCE A1, vol.70 No.4:908-915.
Mlit report 2011. http://www.mlit.go.jp/common/
000208803.pdf.
Weather news 2011. http://weathernews.com/ja/nc/
press/2011/pdf/20110908_1.pdf.