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SYNOPTIC LEVEL CONDITIONS (a and b):
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FIGURE 4a. Surface
analysis for March 15, 2008 at 12Z.
Larger
image. Courtesy
HPC. |
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FIGURE 4b. Surface analysis for March
15, 2008 at 18Z.
Larger
image. Courtesy
HPC. |
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a. GRAVITY
CURRENT MEDIUM - AN INVERSION LAYER AS A WAVE GUIDE
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The pronounced inversion over the
Texas coast and out over the northwestern Gulf that night was a special
type called a marine inversion, caused by
warm air (associated with light southwest winds at the surface) getting cooled down as it
lay over the
mid-sixty degree Gulf waters. Note that 17-19C (63-67F) water temperatures are typical
over the
western Gulf in
early March. At the same time the air in the layers just
above it maintained much warmer temperatures. This warmer air layer above the
marine cooled surface layer was caused by
fairly strong low to mid level southwest winds blowing very warm dry air as high as 28-30C (83-86F) from the much warmer and more arid Mexican and south Texas
mainland.
Figure 5 at right is an IR
satellite image from 12Z on the morning of 2008-03-15. The deeper the
red and orange the colors are, the warmer the temperatures detected by
the satellite. I have
circled KBRO and 28N,95W, two locations which lay within the inversion
layer and were later transgressed by the undular bore. Notice the medium
to dark orange-red colors lying offshore and out into
the Gulf - this is the area of cooler temperatures representing the
marine inversion that lay out over
the warmer (darker red) Gulf. Now note the sounding data from these two
locations pictured in Figures 6a and b below. We can see the cool and
moist layer at the surface, above which there was a large wedge of warm
and quite dry air up to about 900-925mb - the inversion layer. This
feature was clearly evident at all other locations over the Texas coast
and out into the Gulf (more of these skewTs are shown later in this
report). This stable layer, denser at the bottom than on top, is
a very eligible candidate for a
developing gravity current to move into and lift upward - our wave guide.
Note also the wedge of lighter
orange colors along the immediate northeastern
Texas coast. This is the first evidence of the forward moving arc of
rising and cooling air condensing into clouds that was associated with
the leading edge of the bore-induced waves.
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FIGURE 5. IR satellite
image from 2008-03-15 at 12Z. The two locations noted
correspond to the soundings in Figures 5a and b below at the
same time. Courtesy
RAP/UCAR. |
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NOTE:
Sounding data for KBRO are from actual atmospheric sounding data;
all other soundings used in this report are from the ARL
re-analysis using interpolation by the EDAS or NAM-12
models.
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| FIGURE 6a. SkewT analysis for March 15,
2008 at 12Z for
KBRO. Click on location name for full-sized image.
Courtesy
Plymouth State. |
FIGURE 6b. SkewT analysis for March 15,
2008 at 12Z for
28N95W. Courtesy ARL.
Larger image. |
b. GRAVITY
CURRENT SOURCE - A COLD FRONT & PREFRONTAL TROUGH
Zeroing in on the synoptic charts from
Figure 4, the following surface charts in Figure
7 show a
"sideswipe" push into the western Gulf by a cold front.
Although originally pushing directly towards the northern Gulf, the cold
front slowed down as the high continued eastward rather than south or
southeastward. As the morning wore on, the front slowed down over the Gulf
considerably but continued more rapidly eastward over the southern states.
Note at 18Z how the HPC has drawn the surface front as stopped along the
Texas coast but they have drawn in a pre-frontal
trough to show the continued forward push of a surface or low-level wind
shift ahead of the cold front. This pre-frontal trough continued southward
over the Gulf without any significant
temperature changes, but it had a strong northwesterly push of
drier, more dense air accompanying it, and this is what produced the bore that
forced the inversion upward.
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| FIGURE 7a, b, c, and d. Surface analysis for March
15, 2008 at
12Z,
15Z,
18Z and
21Z. Click on time to see full-sized image. Courtesy
HPC. |
Figure 8 below shows the wind vectors at 925mb (roughly
2,500 feet above the surface), which show wind
direction, but also strength (by the length and size of the arrows). In the
12Z chart, note the strong southwesterly flow over the northwestern Gulf.
Then note the low over Arkansas ahead of the Rockies/Plains states high
pressure, and how it
brings a strong north to northwesterly wind flow across the Texas coast up
against the southwesterly flow in the Gulf. By 18Z, the Arkansas low and the
high behind it to the
north have started moving eastward away
from the area, and the stronger north to northwesterly flow in the northwestern Gulf
has weakened considerably by 18Z.
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| FIGURE 8a, b, and c. 925mb vector wind analysis for March 15,
2008 at
12Z,
15Z, and
18Z. Click on time to see full-sized image.
Courtesy ARL. |
Figure 9 below shows the actual wind speeds at 925mb. Note
how the strong northerly winds at the Texas coast at 09 and 15Z weaken
considerably and stop moving southward at all by 18Z as the cold front
loses its southward momentum. The initial area of 40-50 knot northwesterly
winds at 09Z in northeast Texas represent the high winds of the pre-frontal
trough that initiated the bore. These winds, averaging 45 knots or 23.1 m/s,
represent the actual initial propagation speed of the gravity current that initiated
the bore. We will use this bore propagation speed in later calculations. The elongated
and slowly weakening band of winds at 35-45 knots
at 15Z that weakens further by 18Z reveals the speed of the bore as it moved out into the Gulf;
note how well this band of winds corresponds to the gravity waves pictured in Figure
1.
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| FIGURE 9a, b, and c. 925mb vector wind analysis for March 15,
2008 at
09Z,
15Z and
18Z. The warmer colors (yellow/orange) denote higher wind speeds. Click on time to see full-sized image. Courtesy
ARL. |
Further up in the atmosphere, at 700mb or roughly 10,000
feet (Figure 10 below), the vector wind shows the cold front and pre-frontal trough
in the upper levels were barely present any more at 12Z and not present at all by 18Z as the
initially strong push towards the south-southeast had died out.
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| FIGURE 10a, b and c. 700mb vector wind analysis for March 15,
2008 at
12Z,
15Z, and
18Z. Click on time to see full-sized image.
Courtesy ARL. |
c. UNDULAR BORE CHARACTERISTICS
Figure 11 (below right) shows a schematic diagram of an internal bore caused
by an advancing gravity current. The following definitions
will be critical for measuring our gravity current and internal bore,
and will be referred to frequently:
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After Koch 2004, the 3 most important characteristics
of an internal bore are:
h0 = depth of the stable layer that the
gravity current intrudes into, in this case the depth of the low-level inversion before the
passage of the bore. This is also called the waveguide depth.
h1 = maximum height of the stable layer that
gets lifted by the gravity current of depth d0. This is the
height to which the top of the inversion layer is pushed by the bore
intrusion.
d0 = depth of the advancing gravity
current/undular bore. A good proxy is the maximum height of the wind shift after passage of the bore.
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| Figure 11.
Schematic overview of an internal bore. Courtesy
Koch
2004. |
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SATELLITE AND RADAR EVIDENCE OF THE BORE-INDUCED WAVES
Below
in Figures 12 and 13 are infrared satellite and velocity radar images that
show evidence of the bore and the waves it produced as it moved outward across
the Gulf. I used the infrared satellite images for continuity, since the
bore/waves began before visible images were available. Note the presence of
the inversion (medium oranges) over the entire northwestern Gulf in Figures
12a and 12b. The radar images in
Figures 13a-c are
the first images at each location that day that showed the appearance of the gravity waves.
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FIGURE 12a. Infrared satellite image at 2008-03-15 1045Z. Courtesy
RAP/UCAR. |
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FIGURE 12b. Infrared satellite image at 2008-03-15 1215Z. Courtesy
RAP/UCAR. |
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FIGURE 12c. Infrared satellite image at 2008-03-15 1525Z. Courtesy
RAP/UCAR. |
From these images it appears
that the gravity waves first passed through Galveston at about 10Z.
MEASURED
CHARACTERISTICS of the UNDULAR BORE
KGLS - Galveston, Texas, was not far
south of where the advancing pre-frontal trough first developed. Although atmospheric conditions
were not yet right to produce the
recognizable cloud patterns that were visible later in the day over the Gulf,
the bore first began to produce undulating waves around the latitude of the
Galveston area. The
radar image in Figure 13a above (and another
1126 KHGX radar image)
clearly show the atmosphere there was perturbed in a gravity wave pattern. Thus
KGLS is a good candidate to use for studying the bore behavior.
We will use sounding data from Figures 14-16 below to determine
the original height of the inversion, how much
the inversion layer got lifted, and the height of the bore. We need to
establish the following:
h0 = the top of the inversion before lifting, which
is the original layer or wave guide that was lifted by the bore.
h1 = the highest level that the top of the
inversion got lifted to, a key value for determining wavelength both
horizontal and vertical.
d0 = the top of the level where the wind
shifted into the northwest, which will tell us the
height of the bore produced by the gravity current.
NOTE: The data in all of the following skewT
analyses are interpolated values from
EDAS, the
NAM(Eta) Data Assimilation System and not from actual soundings. It is
unfortunately not possible to get actual weather balloon soundings from over
the Gulf.
Stable
layer height
before passage - h0: For this measurement, we only
need to determine the original height of the marine inversion. Logically,
the original
inversion height had to be before 10Z, when the first waves propagated by
the bore were passing through Galveston.
Thus a realistic time to take the inversion height before the
inversion got lifted by the bore is 09Z. Figures 14a and b show the temperature peaked at
28.5C where the 925mb height was 688 meters.
h0 = 688 meters.
Stable layer height after passage - h1: “The
passage of the bore results in a sustained elevation of the stable layer”
(Koch 2004). So h1 corresponds to the
highest level that the inversion layer was lifted to. Looking at the 2
charts after 09Z, in Figures 15 and 16, the maximum height of the inversion
was at 900mb, or 946 meters at 12Z.
h1 = 946 meters.
Depth of the gravity current - d0: Since there was no wind shift in the first two soundings, we look to
the next available sounding at 15Z. From Figures 16a and b we can see the
near-surface winds were southwest to
west, but higher up there is a veering to the north-northwest
before winds return to the west-southwest and west again at higher levels.
This is the nose of the wind shift at the head of the gravity current/bore
that has pushed into the inversion. From the numbers in figure 16b we can see that the
top (maximum height) of this wind shift is near 925mb, or 726 meters, where
the winds veered furthest to the north-northwest at 336 degrees. Therefore the estimated wind shift
height after passage of the bore should be at around 726 meters.
d0 = 726 meters.
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| FIGURE 14a. SkewT graphic analysis for
location KGLS on March 15, 2008 at 09Z. Courtesy
ARL. |
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FIGURES 15a. SkewT graphic analysis for location KGLS on March 15, 2008 at 12Z. Courtesy
ARL. |
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FIGURE 16a. SkewT graphic analysis for location KGLS on March 15, 2008 at 15Z. Courtesy
ARL. |
edas.mar08.001
Lat/Lon/Elev: 29.30 -94.80 16m
YR: 2008 MON: 03 DAY: 15 HOUR: 09
PRESS HGT(MSL) TEMP DEW PT WND DIR WND SPD
HPA
M C C
DEG M/S
1002. 0. 17.3 17.3 201.9 9.8
1000. 9. 17.4 17.4 201.4 10.7
975. 225. 17.0 16.9 206.6 18.0
950. 452. 28.0 2.1 219.2 29.4
925. 688. 28.5 -2.1 223.5 27.3
900. 930. 27.7 -4.9 230.3 23.7
875. 1178. 26.0 -7.9 239.4 21.9
850. 1431. 24.0 -11.7 249.1 20.9
825. 1690. 21.9 -15.8 260.1 20.7
800. 1955. 19.7 -16.6 269.0 21.4
775. 2226. 17.3 -16.9 275.6 22.0
750. 2504. 14.7 -17.0 281.8 22.4
725. 2788. 12.0 -16.9 286.2 22.8
700. 3080. 9.2 -17.3 289.2 23.5
650. 3686. 3.5 -18.4 291.6 26.6
600. 4328. -2.2 -20.3 291.6 30.2
550. 5011. -7.7 -27.7 290.7 31.2
500. 5744. -12.6 -36.6 285.1 30.6
450. 6539. -18.0 -43.4 282.5 31.1
400. 7408. -24.0 -48.8 285.8 29.9
350. 8368. -31.0 -51.6 291.8 32.2
300. 9441. -38.1 -56.1 293.2 33.4
250. 10685. -42.2 -71.8 293.2 40.3
200. 12164. -51.3 -81.1 290.0 40.7
150. 13977. -65.0 -85.8 281.0 41.8
100. 16390. -72.2 -101.8 268.9 23.2
50. 20490. -68.5 -273.1 235.0 8.4
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edas.mar08.001
Lat/Lon/Elev: 29.30 -94.80 16m
YR: 2008 MON: 03 DAY: 15 HOUR: 12
PRESS HGT(MSL) TEMP DEW PT WND DIR WND SPD
HPA
M C C
DEG M/S 1003. 0. 17.2 17.2 239.8 5.7
1000. 29. 18.0 16.6 231.0 4.7
975. 246. 17.5 16.9 240.4 10.4
950. 471. 25.2 12.8 244.4 23.5
925. 706. 25.6 9.3 251.7 26.6
900. 946. 25.8 -1.4 257.6 26.8
875. 1193. 25.0 -8.5 260.9 26.9
850. 1445. 23.2 -11.5 264.4 26.5
825. 1703. 21.0 -12.2 267.4 26.4
800. 1967. 18.6 -11.8 269.8 26.1
775. 2238. 16.1 -10.1 272.5 25.6
750. 2514. 13.4 -10.1 274.8 24.6
725. 2797. 10.8 -10.9 276.2 23.2
700. 3088. 8.1 -13.7 276.0 21.9
650. 3692. 2.2 -16.9 271.9 20.6
600. 4331. -2.8 -17.5 272.1 24.7
550. 5013. -8.4 -23.4 276.7 29.7
500. 5746. -12.0 -34.9 284.0 32.0
450. 6544. -17.0 -42.5 292.8 31.3
400. 7416. -23.5 -46.8 292.9 29.2
350. 8376. -30.8 -50.6 289.1 29.9
300. 9452. -37.3 -60.8 283.3 30.7
250. 10699. -42.3 -70.0 279.8 32.8
200. 12174. -52.3 -82.0 278.8 42.8
150. 13977. -65.5 -87.1 279.2 41.4
100. 16385. -73.0 -102.4 285.2 23.3
50. 20486. -67.5 -273.1 258.1 9.0
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edas.mar08.001
Lat/Lon/Elev: 29.30 -94.80 16m
YR: 2008 MON: 03 DAY: 15 HOUR: 15
PRESS HGT(MSL) TEMP DEW PT WND DIR WND SPD
HPA
M C C
DEG M/S
1007. 0.E 18.1 17.3 270.5 2.9
1000. 52. 18.7 16.8 256.3 4.2
975. 269. 17.9 15.0 275.7 8.9
950. 493. 23.5 5.1 312.3 12.0
925. 726. 24.2 -4.5 336.0 11.5
900. 965. 23.6 -7.7 326.7 10.7
875. 1209. 22.4 -8.3 312.0 12.7
850. 1459. 20.3 -8.0 305.5 15.0
825. 1715. 18.4 -7.3 299.6 16.8
800. 1977. 16.7 -6.7 291.5 16.8
775. 2246. 15.0 -7.4 275.5 16.7
750. 2522. 13.1 -10.1 259.4 19.2
725. 2805. 10.8 -14.9 252.2 22.1
700. 3096. 8.7 -16.6 253.4 24.2
650. 3703. 3.8 -18.4 266.6 26.2
600. 4345. -1.9 -23.9 276.0 27.6
550. 5030. -6.1 -31.8 280.2 27.5
500. 5769. -10.6 -36.1 284.0 25.4
450. 6567. -17.6 -38.9 282.8 24.2
400. 7436. -24.7 -44.9 280.5 26.6
350. 8393. -30.8 -56.0 276.9 29.9
300. 9472. -36.2 -65.7 269.0 33.2
250. 10723. -42.2 -72.9 269.6 37.3
200. 12193. -53.3 -78.3 268.3 36.0
150. 13995. -64.5 -89.6 288.0 34.3
100. 16409. -74.8 -103.7 282.5 20.1
50. 20445. -69.1 -273.1 261.2 7.5
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| FIGURE 14b. SkewT numerical analysis for
location KGLS on March 15, 2008 at 09Z. Top of the inversion height,
where the temperature peaked, is marked in red. Courtesy
ARL. |
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FIGURES 15b. SkewT numerical analysis
for location KGLS on March 15, 2008 at 12Z. Top of the inversion
height is marked in red. Courtesy
ARL. |
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FIGURE 16b. SkewT numerical analysis for location KGLS on March 15, 2008 at 15Z.
Height of the wind shift after the passage of
the bore marked in red.
Courtesy
ARL. |
Going forward we have:
h0 = 688 meters
h1 = 946 meters
d0 = 726 meters
From Koch 2004, the depth
of the gravity current, d0, should be between h1 and h0. (See also
Figure 11 above.)
Since 688 < 726 < 946, this verifies.
From Schaub 2005: "Furthermore, the layer immediately above the inversion must be
conditionally unstable in order to prevent the wave from propagating its
energy out of the stable duct layer.
Most studies of gravity wave events have found that these criteria were met."
There are two important
points to add about the previous data. First, all of the skewT diagrams
show a conditionally unstable layer directly above the inversion,
i.e. the air is cooling at a rate near or slightly less than the dry
adiabatic rate and greater than the moist adiabatic rate from the inversion up to about
600mb, and then shows cooling close to the moist adiabatic rate from
500mb up to 300mb. Given sufficient moisture at those levels, any upward
forcing of air parcels just above the inversion would
cause them to continue to rise and cause clouds and/or precipitation. We will show later how this did indeed happen.
Secondly, please note in all of the previous skewT diagram sequences how
surface temperatures and dewpoints remained nearly the same or actually rose
slightly after the bore passage. This a characteristic of an
undular bore and we will return to this point later.
UNDULAR
BORE STRENGTH:
Per Coleman,
Knupp, Herzmann 2007 et al, bore strength can be approximated by h1/h0, or
the height of the inversion layer after passage divided by its height before
the passage. A value between 1 and 2 indicates a weak, and
thus non-turbid undular bore. As values get higher than 2.0, the system
will evolve into a turbulent bore, with more rapid wavelets forming along
the wave tops and loss
of the smoother, more orderly undular bore wave structure. Also, from Locatelli 1998:
“The
most basic structural classification of bores is the distinction between
undular and turbulent bores. Rottmann and Simpson (1989) have
shown from tank experiments that the ratio of the post bore height to the
pre-bore height (termed the bore strength) determines whether a bore
is undular or turbulent. Strong bores are turbulent, which means that the
disturbance is characterized by a single, turbulent transition in height and
velocity. Weak bores are undular, which means that the transition in height
and velocity occurs over a series of several laminar, wavelike undulations.”
For the bore at location KGLS,
h0 = 688 meters
h1 = 946 meters
d0 = 726 meters
bore strength = h1/h0 =
946/688 = 1.38 This value
falls within the expected range of a non-turbulent, undular bore.
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For the same measurements at
a critical location further out in the Gulf, where the undular bore and the
gravity waves were at their peak, please look at the calculations for
28N,95W
measurements in the 2008-03-15 undular bore.
These calculations reveal the following bore
characteristics, which also point to a non-turbulent, undular bore:
h0 = 475 meters
h1 =
742 meters
d0 = 508 meters
bore strength =
h1/h0 =
742/475 = 1.56 |
Now we'll look at the Froude Number,
and more closely at why a number
between 1 and 2 is indicative of an undular bore.
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THE FROUDE NUMBER...
The Froude number is one of the most important calculations used when
examining wave generation and turbidity due to a forced current within a
fluid. Named after
William Froude, the Froude number was based on his analysis of speed to
length ratios of induced waves in water. Although his formulas dealt with the ratio
of inertial and gravity forces when waves travel through water,
there have since been many different derivations developed for applications
of his principles to other fluids such as our atmosphere.
For our
purposes here, examining a gravity current that induces waves downstream (in
this case at the top of a
boundary layer), we can express the Froude number as the ratio of the speed
of the upstream gravity current (mean gravity flow velocity) to the speed of the
bore-induced waves downstream (phase speed of the internal gravity wave.) This simply
means that we are comparing the speed of the initial gravity
current that caused the bore to the speed of the bore and gravity waves
that got induced within the stable layer. For Froude numbers less than
1, the flow is called subcritical; this condition represents a
smooth, non-disturbing flow of the gravity current into the stable layer. For Froude numbers greater than 1, the
upstream speed of
the gravity current starts to exceed that of the current and waves that it induces
downstream; the invading flow now begins to disturb the invaded layer by
lifting it more forcefully. As the Froude
number initially exceeds 1, specifically between Froude numbers 1 and 2, the
gravity current speed becomes fast enough to cause waves, but they are
relatively smooth and undular (Figure 1a). As the Froude number exceeds a
value of 2, the invaded layer gets lifted forcefully enough to produce very
turbulent wave motion (Figure 1b). From this we can see why Froude number 1 is called the
critical number - it is the
breaking point where the advancement of one fluid flow into another begins the
change to turbulent.
... & THE HYDRAULIC JUMP
Hydraulic jumps occur, by
definition, when the gravity current flow has a Froude number greater than 1,
implying that this current is pushing forward into a fluid at a speed
higher than the speed further downstream in the invaded flow. In some cases, such as
in Figure 1a below, where the Froude number was 1.35, the speed of the invading bore/gravity
current is not much faster than that of the flow it's invading, so that it causes a
relatively smooth "jump" of the flow into undular waves. This is the undular hydraulic jump.
Quite often, however, the flow of the gravity current is so fast (Froude numbers of 2
and up), that the flow where this jump occurs changes rapidly from smooth to
turbulent, as seen in Figure 1b below, where the Froude number was 7.0.
"For a
Froude number slightly above unity, the hydraulic jump is characterized by a
smooth rise of the free-surface followed by a train of stationary
free-surface undulations: i.e., the undular hydraulic jump
(Fig. 1a). For larger Froude numbers, the jump is characterized by a marked
roller, some highly turbulent motion with macro-scale vortices, significant
kinetic energy dissipation and a bubbly two-phase flow region (Fig. 1b)." -
From
Hydraulic Jumps:
Bubbles and Bores - H. Chanson
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Figure 1a is the smooth bore:
Undular hydraulic jump. Flow conditions : Fr1 = 1.35, d1
= 0.090 m. Flow from left to right. Courtesy
H.
Chanson.
|
Figure 1b is the turbulent bore:
Hydraulic jump with roller. Flow conditions : Fr1 = 7.0,
d1 =0.024 m. Flow from left to right. Courtesy
H.
Chanson. |
I've included
the
Froude number calculations for the 2008-03-15 undular bore
using location 28N,95W. The results give us a Froude number of 1.65, characteristic of
a undular bore.
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WAVE
CHARACTERISTICS:
For this analysis, we will use location KGLS. Here
again, for ease of reference, are the bore characteristics determined
earlier:
KGLS: h0 = 688 meters, h1 = 946 meters, d0 = 726 meters
WAVE SPEED
Since the bore and its waves were moving almost due south from Galveston
into the Gulf, and we've already determined that the bore/wind shift came
through KGLS at about 10Z and then through 28N,95W at about 18Z, and the
distance between the two points is 100 miles, we can determine a reasonable
approximation for the speed of the bore and its advancing waves of 100 miles
in 3 hours or 33 mph = 28.7 knots = 14 m/s. Please see the
CIMSS analysis which calculated an average speed of 25-30
knots, in very good agreement with our number.
Wave
speed in the central Gulf = 14 m/s.
WAVELENGTH
HORIZONTAL (crest to crest)
Examining the image in Figure 1, it appears that the length from crest to crest is
a little less than the length of the mouth of the Corpus Christi Bay, or roughly 8 miles.
8 miles = 12.8 km ~ 13 km.
Horizontal wavelength = 13 km
A formula
from Clarke et al 1981 is that for bore strength between 1 and 2, the value
for the horizontal
wavelength = (10 +/- 4)*h1; Using h1= 946 meters from above, the range
of the horizontal wavelength = (10 +/- 4)*946 m = 6*946 - 14*946 m
= 5,676 m - 13,244 m ~ 5.7 - 13.2 km.
Thus the expected range for the
horizontal wavelength = 5.7 to 13.2
km.
Our estimate
of 13km is within the calculated range.
WAVELENGTH
VERTICAL (trough to crest):
A formula (per internal bore diagram from Koch, see Figure 5) is:
Wavelength
vertical = 2*(h1 – d0). Using the previously established values:
Wavelength
vertical =
2*(946 - 726) = 2*(220)
Vertical wavelength = 440 meters.
From Schaub 2005: “For
a gravity wave to propagate with minimal loss of energy, there are
theoretical requirements (as put forth by Lindzen and Tung, 1976) for the
stable layer, as well as for the thermodynamic structure above the inversion.
For example, the static stability of the stable layer must be large, and the
layer must be deep enough to contain at least a quarter of the vertical
wavelength.”
The stable layer
depth = 688 meters. (Value of h0, or original depth of inversion.)
¼
vertical
wavelength = 440/4 = 110 meters.
Since a 688 meter depth clearly can contain 110 meters,
this requirement also verifies.
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