on internal waves in a two-layer ocean area (ii)...internal waves in each layer sometimes f1 0w in...
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海洋科学技術センター試験研究報告 第35号 JAMSTECR, 35 (March 1997)
二重層海洋における内部波について(H)
緑川 弘毅*1
流れが海底に砂漣をつくることは良く知られている。底質は沿岸においては海面の
波によって,沖合では流れによって移動するものと考えられている。
著者らの研究により,内部波によって起る海底付近の流れは,堅い海底の底質を洗
掘したり,直径数センチ以上もの石を動かすことが確かめられた。
沿岸での内部波は海岸線に向かって入射するが,内部波で起される流れは沖に向か
う。大きな振幅の内部波が陸棚で砕波するとき,それによる底質移動の効果は,水深
が時には数百メートル,あるいはそれ以上に及ぶことがある。
キーワード:内部波,内部潮汐,二重層海洋,水の運動,底質輸送,水温境界層,
塩分躍層
On Internal Waves in a Two-Layer Ocean Area (II)
Koki MIDORIKAWA*2
It is well known that the current generates sand ripples on the sea bottom. It is thought
that in shallow waters sand ripples are generated by the movement of water associtated
with surface waves, and in deeper waters by the current.
It was found that the horizontal motion caused by internel waves below the pycnocline
could transport stony sediments having the size of several centimeters or more in diameter,
and form big scale ripples on the hard bottom.
In coastal area, the internal wave direction is shoreward, and the flow caused by internal
waves is always offshore. The water motions generated by internal waves having large am-
plitude sometimes have a great effect of sediment transportation when the internal waves
break at shelf floor, though the shelf is at the depth of several hundreds meters or more.
Key Words : Intern] waves, Internal tidal waves, Two-layer ocean, Water movement,
Sediment transportation, Thermal boundary, Pycnocline
7
*1 海洋観測研究部
*2 Ocean Research Department
1 Introduction
Internal waves are the vertical oscillations of
pycnocline in sea water and the flows of water
which occur accompanied with internal waves. They
usually travel more slowly than surface waves, but
they may have a greater height and length. Internal
waves occur at surfaces between different density
layers within the sea, because the density difference
leads to a gravitational pressure restoring force if
fluid is displaced vertically. In a two-layer density
area, maximum amplitude of internal waves exists
at the boundary of the two layers, and decreases
linearly with distance above and below.
The nature of the thermocline is influenced by a
number of factors and therefore varies in depth and
magnitude from place to place and from time to
time. Strong stratifications are generally formed in
coastal areas, especially, near an estuary harbor.
The thermocline develops in late spring and becomes
stronger in summer.
The water motion over the crest of internal
waves is more active for the smaller thickness of
the upper layer and the effect of the motion reaches
the sea surface, consequently, the circulation of
water associated with the internal wave generates
convergences and divergences on the sea surface.
Divergences appears at the front of the crest and
convergences at the back of the crest of internal
progressive waves. The convergence has an effect on
the sea surface of reducing the surface tension, and
making capillary waves disappear, thus slicks are
formed at the active surface convergence zone. The
smoothing effect of slicks is mostly attributed to
the absorption of energy from the wind-produced
capillary waves by the alternate expansion and con-
traction of surface film.
The absence of wavelets in slicks gives it a glassy
appearance in contrast with surrounding ripples.
The slicks move shoreward parallel to the depth
contours at the same speed as the internal waves.
Assuming that there is no appreciable net transport
of sea water across a vertical section perpendicular
to the direction of wave propagation, the same volume
of water per unit width must pass over the crest as
8
under the trough, the horizontal velocities over the
crest and under the trough must be inversely pro-
portional to the respective thickness of both layers,
and the former increases with the increase of the
amplitude of the internal wave.
Horizontal velocities of flow generated by internal
wave motions were estimated theoretically and they
were partly confirmed by means of observations
(Midorikawa, K. (1975 °), Midorikawa, K. and N.
Sakakida (1996a")).
The authors have made observations of internal
waves at the innermost part of Suruga Bay by
means of measuring temperature fluctuations at
several subsurface layers. Of the bays and inlets
along the Japanese cost, Suruga Bay is the deepest.
It has an oval shape, opening to the Philippine Sea.
Along its major axis, the depth exceeds 1,000 meters,
gradually increasing to 3,000 meters at the mouth.
Near the head of the bay rises Mt. Fuji, 6,500 meters
high above the deepest part of the bottom of the
bay.
Suruga Bay contains many important harbours
and its sea suface is crowded with commercial vessels
and fishing boats. The Kuroshio flows south of the
bay from the west toward the east and the effects
of its fluctuations may be expected to intrude into
the bay in various forms. Internal waves are one of
them and it is an interesting and important problem
to infer the fluctuations of the Kuroshio from the
observation of internal waves generated by its adjust-
ment processes.
The internal waves are generated by various
causes. In order to be able to examine a special
mode of internal waves, therefore, knowledge of the
normal structure of internal waves in Suruga Bay is a
prerequisite. A systematic and continuous observation
of internal waves is not an easy task, especially in
a bay such as Suruga Bay where maritime traffic is
intense.
The duration of one series of measurements ranged
from several days to several weeks. Temperature
measurements at 4 or 5 levels were undertaken in-
termittently and the data amount in total up to
140 days. From the records of water temperature,
JAMSTECR, 35 (1997)
spectral energy densities of temperature oscillation
were computed for the range from the inertial period
to the V aisala period (Midorikawa and Miyazaki
(1977a3)), IvIidorikawa (1977b4), 1977cS), 1973bS
), 1996c1),
1996d紛)).
The computations were performed scparatcly for
longer-period waves (order of hours) and for short-
period Corder of minutes) waves. The general features
of the temperature spectra are similar to the velocity
spectra obtained by Ozmidof and Webster, i.e. , except
for the marked peaks, the general trends of spectra
for both the higher and lower frequency ranges have
slopes nearly minus-five thirds power of the frequency
(f5/3).
Internal waves are subsurface waves found between
layers of different density or within layers where
vertical density gradients are present. They can
exist in any stratified f1uid, in the ocean and also
in the sky.
Regular waves in the sheet of altostratus clouds
are seen in Photo 1. Internal waves in the atmos-
phere have been detected by a variety of instru-
ments, microbarographs and wind recorders at
ground level, and long-term recordings of the scat-
tering of radar or sonar beams by sharνdensity
gradients in the high atmosphere.
ln the ocean, we can also see visible evidence of
internal waves (Photo 2). A thin layer of nearly
fresh water from a river spreads out in the estuary,
and the blowing wind may create internal waves at
the lower boundary of the thin fresh-water layer.
Sea surface slicks too are visible evidence of internal
waves. The absence of wavelets in a slick gives it a
glassy appearance in contrast to the adjacent rippled
water. A slick appears brighter than its surrounding
area because the smooth surface reflects the sky more
than a rougher one (Midorikawa (1995a勺, Photo 3).
2 Internal tidal waves
2.1 Internal tidal waves and internal tidal
currents
Tidal force is responsible for important tempera-
ture changes in the sea by causing advection of water
of a djfferent temperature, or by producing vertical
JAMSTECR, 35 (1997)
Photo 1 Regdar undulations in the sheet of alto-
stratus clouds.
Photo 2 B10wing wind may create internal waves at
the boundary of the thin fresh国 waterlayer.
Blue belts which occurred by upward
circulations from the under layer and yelluw
bands of the surface layer lined alternatly.
Photo 3 Sea surface slicks extended laterally on
bright stripes. We can see the scene sometimes
through thc window.
9
of kilometers which exhibit strong broclinicity,
vertical1y varying properties.
l.e,
without any appreciable tidal currents.
Measurements of the vertical structure of the
temperature, salinity and current have been made in
the inlet with the bottom depth of 100 meters of
Suruga Bay (Okamoto, M. and K. Midorikawa (1976
a8)) , Midorikawa, K.(1995b1め), Midorikawa, K. and
T. Miyazaki (1977♂)). In the figure, the variations
of these data of a periodic nature close to the
semidurnal oscillations suggest that the causes are
related to the tide CMidorikawa,K. (l973aω, 1977b4)
and 1977 c5)) ).
In the left side panel of Fig. 1 , the magnitude of
the vertical variations of the main isotherm reaches
more than fifty meters. The vertical displacements
of water caused by internal waves are important
factors in water mixing and transport.
Internal waves, if they grow large as shown in
the figure, must break and dissipate their energy
into turbulent or eddy motions. 80 the distinction
between internal waves and turbulence may be an
arbitary one. The troughs of isotherms reached the
sea floor Caround 8 0' clock on 24th and 25th), and
the speed of the flow caused by their wave motions
were thought to be decreased by the turbulence.
We can guess that the speeds sometimes exceed
one knot to the west (off shore direction) in the
bottom layer and also in the surface layer. The
water passing over the trough or under the crest is
funneled through the constriction and the water
motions will be strong.
In the current profile, maximum speed appears
simultaneausly under the trough and also over
trough in both layers Fig. 1, 2. In shal10w water,
horizontal water motions caused by larger height of
internal waves in each layer sometimes f10w in the
opposite direction, respectively, for the water mass
conservation of the inlet.
This means that the water mass-flow caused by
internal waves is large for the small inlet, and it
contributes much to the water circulation of the
inlet.
oscillations. When subsurface temperatures are plot-
ted with reference to time, considerable fluctuations
are always apparent with cycles corresponding to
tidal periods.
It is evident that extremely complicated currents
may be found if several internal waves of different
orders, different phases, and different tidal periods
are present, and if the currents associated with these
waves are superimposed upon the ordinary tidal
currents (8verdrup, Johnson and Fleming, (1965の)).
At first glance it may appear hopeless to separate
the later from the currents of the internal waves of
tidal periods, but fortunately these “internal tidal
currents" can be eliminated if observations are
available from a sufficient number of depth.
Because
δηn vn = Cnーでごー一 , 。z
、、,ノ1i
〆,‘、
Where vn is the horizontal water velocity of the
wave of nth order, and and cn and the corresponding
velocity of progress and vertical displacement ; and
because for all internal wavesηis zero at the surface
and at the bottom, one has generally
υぐCn円 , (2)
It f10ws from equation (2) that currents associated
with internal waves are eliminated by computing
the average currents between the surface and the
bottom, provided that observations from a sufficient
number of depths are available (Defant (1932の)).
Internal tida1 waves are beroclinic and are consid-
ered to have a significant effect on mixing in the
ocean. The internal tidal waves have characteristic
tidal periods and wavelengths of the order of hundreds
2.2 Observations of internal tidal waves
It is not easy to discriminate the water motion
generated by internal waves from tidal current by
observation in the open sea as well as in a bay. The
water motion due to internal waves could be recog-
nized only at a locality like the inlet of the inner-
most part of a bay where it is ordinarily calm
10 JAMSTECR, 35 (1997)
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11
The variations of currents and isotherms at the bottom and the surface layers compared
JAMSTECR, 35 (1997)
Fig.2
3 Water motions associated with internal waves
3.1 Horizontal water motions
It is well known that a current generates sand
ripples on the sea bottom, and various investigations
of this phenomenon have been made. It is thought
that in shallow water sand ripples are generated by
the movement of water associated with surface
waves, and in a deeper water by a current. It is also
known that sand ripples exist on the sea bottom
even at depths of several hundred meters or more.
LaFond (196p2)) studied the water motion caused by
internal waves in shallow water by means of vertical
strings of thermistor beads and of an isotherm
flower, and revealed the effect of sediment moving
current created by a horizontal motion set up by
internal waves.
Jacobsen and Thomson(193413)) observed that the
currents and the water motion generated by the inter-
nal tidal waves weaken or strengthen each other in
the Strain of Gibraltar. The water motion generated
by internal tidal waves having large amplitude has
the greatest effect on the tidal current through super-
position. It seems that the effect of the sediment
transportation also becomes great when the internal
tidal waves break at the steep sea floor.
3.2 Movement of the bottom sediments
ln coastal stratified areas, since the pycnocline is
stable, the large kinetic energy from the upper layer
can be transported to the deeper water through the
wave motion of pycnocline. On stormy days, the
pycnocline is still maintained in the stable stratified
area, and the internal wave height becomes larger,
so the effect of internal waves on sediments becomes
greater.
The water motion generated by internal tidal
waves having large amplitude also has a great effect
on the tidal current through superposition. It seems
that the effect of sediment transportation becomes
great when the internal tidal waves break at the
steep sea floor (Midorikawa (1995aω), Midor比awa
and Sakakida (1996a2>)).
The horizontal motion caused by internal waves
below the trough becomes stronger as the thermocline
12
approaches the sea bottom. The values of the horizon-
tal motion are estimated for various thicknesses of
the lower layer.
Interesting features of big scale ripples were recog-
nized on the hard bottom and sediments of several
centimeters in diameter were scoured at the trough
of the ripples. The distances between the troughs were
about 1.8 meters and the trough (or crests) extended
more than 300 meters parallel to each other
(Midorikawa (19751), 1976bベ1995a's>)and Photo. 4).
It has not been clarified whether internal waves were
a cause of the big scale ripples or not in those
days.
We made sure that the horizontal motions caused
by tides or internal tides were over 1 knot near the
deep bottom, and sediments of sand and stones on the
sea floor were scoured by strong current(Midorikawa
and Matsumoto (1986ω), Midorikawa, Momma,
Mistuzawa and Hotta (19881η ), Midorikawa (1995aω
)). Besides, the thermocline in the area was not
been destroyed even in the middle of strong storms
(Midorikawa (1976b14))).
3.3 Thermocline in the ocean
A thermocline is a layer of sea water with a
greater vertical gradient in temperature than that
reside in the layers above and below it. The boundaries
of this height grandient layer form the division of
the surface water and the intermediate water
below.
Thermoclines can be affected by physical processes
and meteorological processes occurring in the oceans.
1n general, two major types of thermoclines may be
indentified, namely, the permanent thermocline and
the seasonal thermocline. The permanent thermocline
is unchanged seasonally and is generally the deeper
thermocline to be found at a depth of several hundred
meters below the surface, and which are generally
thought to be developed by the equator ward flow
of deeper water from the poles and the poleward
flow of warm surface water from the equater.
Seasonal thermocIines are found nearer the surface
than the permanent thermocline and in those areas
where the seasons show noticeable differences from
JAMSTECR, 35 (1997)
T EMPERATURE (OC)
2 0 2 I 2 2 2 J 2 4 2 5 20 2 I 2 2 2 3 2 4 2 5 0
10 ,嗣、、
.520 工トー
<l...
包:30 r- 「40 l- グ/ ド
Fig. 3 The vertical distributions of temperature of single measurements on September 25 (left) and
28 (right).
Photo 4 Ripple marks and erosion which occurred by the strong current on the sea floor at a
depth of 2,OOOm at the mouth of Suruga Bay.
Photo 5 Big scale ripples formed on the hard bottom
observed neεr the front of coaotal area.
JAMSTECR, 35 (1997)
summer to win:er. As air temperatures rise above sea
temperatures in the spring and the surface water
receives more beat than it loses by radiation and
becomes warmer. The wind then acts to cause mixing
of the surface water. The wind continues to mix the
ourface mixing layer deeper, the thermocline 1ayer
will become further below the surface.
Thermoclines have various effects, such as the
contribution to the sediment transport by water
movement associated with internal waves or the
transmission of sound. If a thermal boundary is
near a floor, the flow speed under the trough is
increased. But it is thought that then the Internal
wave trough comes closer to the bottom, they become
flat and broad by the conflict of the current through
the constriction between the trough and sea floor as
seen in tbe left panel of the figure, so the current
strength is reduced (Fig. 1 ).
The structure of the thermocline is infl uenced by
the changes of seasons as mentioned above. For ex-
ample, in shallow water areas, a strong thermocline
appeared at 50me meters above the bottom, and it
almo5t vanished and the sea water became more or
less homogeneous owing to the turbulent mixing
after three days (Fig. 3 ).
4 Considerations
When an internal thermal boundary is near the
sea floor, the f:ow speed under the trough is Increased.
So the maximum turbulence will be under the trough,
but main speed will be in the direction opposite of
wave propagation (Midorikawa and Sakakida (1996
a2)). Midorikawa (1975り).In coastal areas, the in-
ternal wave direction is foward the shore, thus the
maximum speed near the bottom wil1 be offshore.
The flow caused by tidal or internal tidal motions
sometimes transport shelf sediments at the depth
of several hundred meters or more (Photo 4 ,
Midoriko.wa et 0.1 (19861
へ198811))).
It was found that slight water movement of the
intermediate layer was sensed near the bottom by
diving fisbermen and women when we cannot sense
inconsiderable fluctuations on the sea surface. On
the contrary, water movement is strong enough to
13
dislodge big stones on the sea bottom when stormy
weather approaches.
In continental shelf areas, when the pycnocline is
stable and deep, large kinetic energy, like from a
typhoon can be transported from the upper layer to
deeper water through the wave motions of thermal
boundary (Photo 5, Midorikawa (1995aIS))).
The water motions generated by internal waves
having large amplitude, just as internal tidal waves,
have a great effect on sediment transportation
when internal waves break at the shelf floor as seen
in Fig. 1 . Even in deep water, the water funneling
associated with internal wave motions through the
constriction caused by the trough and bottom is a
contributor to the offshore movement of sediments.
14
References
1) Midorikawa, K. : On Internal waves in Suruga
Bay, Internal wave-motion and marine sedi-
memts. The 3rd International Ocean Develop-
ment Conference, preprint vo1.V, 11-20. (1975)
2) Midorikawa, K. & N. Sakakida : On Internal
Waves in a TwかLayerOcean ( 1 ), vo 1.33, 1-5.
(l996a)
3) Midorikawa, K. and T. Miyazaki: Observations
of Internal Wave Velocities. JAMSTECR 1,
109-114. (1977a)
4) Midorikawa, K : The Effect of Tidal Currents
on Internal Waves. J. of Oceanogr. Soc. of
Japan, 33, 311-319. (1977b)
5) Midorikawa, K ; On Internal Waves in Suruga
Bay. J. Fac. Mal. Sci. Technol, Tokai Unniv.
Spec. 'No. 1・74.(1977c)
6) Midorikawa, K. : On Internal Waves in Suruga
bay ( 1), Observations of internal waves.
Bull. Coastal Oceanogr・.101-105. (1973b)
7) Midorikawa, K. ; The Effect of Tidal Currents
on In ternal W a ves ( n ), Origin of short-
period internal waves, JAMSTECR, 34, 25・29.
(1996c)
8) Okamoto, M., K. Midorikawa and T. Murai ;
On the Phenomena in Uchinoura in Autmn.
Autumn meeting of Oceanogra. Soc. of Japan,
preprint, 93-94. (1976a)
9) Sverdrup, H. U., M. W. Jonson and R. H.
Fleming : Waves and Tides. 516-604, In : The
Oceans, Prenticc-Hall, 1087pp. (1965)
10) Midorikawa, K. : Tide and Tidal Current( II).
JAMSTEC vo1. 7 (3), 68・70. (1995b), (in
Japanese)
11) Midorikawa, K. ; On Internal Waves in Suruga
Bay, II Energy Spectra. .J. Fac. Mar. Sci.
Tecnol., Tokai Univ., No. 7, 215-230. (1973a)
12) LaFond, E. C. : Internal Wave Motion and its
Geological Significance. Makadevan Volume,
A collection of geological papers, Osmania
University Press, 61-77. (1934)
13) JACOBSEN and THOMSON : in Physical
Oceanography, 2, by DEFANT, 562-563,
Pergamon Press, (1934)
14) Midorikawa, K. : Observations of Longshore
Current and Marine Sediments. Bull. Coastal
Oceanogr・.13 (1), (1976b)
15) Midorikawa, K. : On the Phenomena occured
in Shiome and two-layer ocean. Folktale on
the sea and fishery. JAMSTECR, 32, 15-25.
(1995a). (in Japanese)
16) Midorikawa, K. and T. Matsumoto : On the
Relation Between Deep Sea Currents and
Bottom Sediments. -Observation of Bottom
Curren t -. J AMSTECR Deep-sea Research,
107-113, (1986)
17) Midorikawa, K., H. Momma, K. Mitsuzawa
and H. Hotta, : Meassurment of the Deep-sea
Current near the Bottom in the Suruga
Trough. JAMSTECR Deep-sea Research, 101-
109. (1988)
18) Midorikawa, K. : On Internal Waves in Suruga
Bay, Internal wave-motion and marine sedi-
ments. The 3rd International Ocean Develop-
ment Conference, preprint vo1. V, 11-20. (1975)
19) Midorikawa, K. : The Effect of Tidal Current
on Internal Waves (皿), The origin of internal
stability waves, (in the press), (1996b)
(原稿受理:1996年12月5日〉
JAMSTECR, 35 (1997)