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Mesoscale summary
Numerous mesocyclones/velocity couplets were
observed off the coast where instability was markedly greater; however most
couplets dissipated prior to or just after moving into the more stable
onshore airmass. A 19 UTC LAPS sounding located
near KMRH (Fig. 7), approximately one hour prior to the tornado touchdown,
noted weak instability (barely negative lifted index, nearly 300 J/kg CAPE)
and very strong shear. The sounding indicated south-southwest flow around
50 knots at roughly 2000 feet with 0-3km storm-relative helicity
of 306 m²/s². Lifted condensation level
(LCL) heights were also very low, around 400 feet, implying low level
rotation would not need to stretch far to reach the surface. The Weather
Forecast Office in Raleigh (RAH) forwarded along several archive RAP
soundings centered at KMHX (about 11 miles west of KMRH – Beaufort,
NC) which also indicated very low LCLs (roughly 500 feet) with 0-1km
storm-relative helicity of
350 m²/s² after adjusting the hodograph for observed storm
motion.

Figure 7: 19 UTC LAPS proximity sounding centered near KMRH.
Radar
Imagery – early non-tornadic couplets over
Onslow County
Early in the afternoon, around 1620 and 1740 UTC, two persistent
velocity couplets off the coast of Pender and Onslow counties moved onshore
over North Topsail Island across Sneads Ferry and
into Marine Corps Base Camp Lejeune. A KMHX radar loop of the 0.5 degree
slice is given below (Fig. 8) which illustrates the strong rotation
signature from the second couplet. A closer look at Dual-Pol data indicated
a weak Tornado Debris Signature (TDS) over the southeastern edge of Camp
Lejeune along the eastern edge of the New River around 1745 UTC.
A TDS can be found on radar when Correlation Coefficient (CC; or RHO in
GR2Analyst) is below 0.90 and a local minimum in Differential Reflectivity (ZDR)
are observed collocated with a strong couplet on base velocity. Figures 9
and 10 contain loops of KMHX imagery at 0.5 degrees and 0.9 degrees which
indicate a TDS signature from around 1745-1750 UTC. Our partners at Camp
Lejeune conducted a fly-over of the potential tornado path (roughly 34.599N,
-77.345W to 34.640N, -77.325W) but found no damage. Ultimately, neither
areas of rotation (1620 or 1740 UTC) produced damage after extensive
follow-up with Onslow county and Camp Lejeune emergency managers.

Figure 8: KMHX 0.5 degree loop
of base reflectivity (top left), base velocity (top right), storm-relative
velocity (bottom left), and GR2Analyst normalized rotation (NROT) product
(bottom right).

Figure 9: KMHX 0.5 degree loop of base reflectivity (top left), base
velocity (top right), differential reflectivity (ZDR) bottom left, and
correlation coefficient (CC) bottom right.

Figure 10: KMHX 0.9 degree loop of base reflectivity (top left), base
velocity (top right), differential reflectivity (ZDR) bottom left, and
correlation coefficient (CC) bottom right.
Radar
Imagery – Beaufort EF1
The Beaufort tornado was unlike previous storm cells of the day in that
it did not have a persistent velocity signature offshore. Instead, a large
circulation formed off the coast and produced straight line wind damage
from Atlantic Beach east to Fort Macon, then north into downtown Morehead
City (Fig. 11). The circulation then strengthened and produced an EF1
tornado about 4 miles north of Beaufort. The 0.9 and 1.4 degree slices
(Fig. 12 and 13) are also listed below as 0.5 degree data were rather noisy
at such a close proximity to the radar (roughly 10 nmi).
A closer look at Dual-Pol imagery (Fig. 14 and 15) indicated a Tornado
Debris Signature (TDS) at 1952 and 1956 UTC.

Figure 11: KMHX
0.5 degree loop of base reflectivity (top left), base velocity (top right),
storm-relative velocity (bottom left), and GR2Analyst normalized rotation
(NROT) product (bottom right).

Figure 12:
KMHX 0.9 degree loop of base reflectivity (top left), base velocity (top
right), storm-relative velocity (bottom left), and GR2Analyst normalized
rotation (NROT) product (bottom right).

Figure 13:
KMHX 1.4 degree loop of base reflectivity (top left), base velocity (top
right), storm-relative velocity (bottom left), and GR2Analyst normalized
rotation (NROT) product (bottom right).

Figure 14: KMHX 0.9 degree image of base
reflectivity (top left), base velocity (top right), differential
reflectivity (ZDR) bottom left, and correlation coefficient (CC) bottom
right.

Figure 15: KMHX 0.9 degree image of base
reflectivity (top left), base velocity (top right), differential
reflectivity (ZDR) bottom left, and correlation coefficient (CC) bottom
right
The tornado caused tree destruction and minor house (window and roof)
damage consistent with an EF1 tornado with winds estimated around 90 mph.
The tornado was on the ground for approximately 1/4 mile with a maximum width
of 100 yards (Fig. 16). One of our lead forecasters was unfortunately
impacted by the tornado with several tops of trees broken off and a few
large downed pine trees. He was sleeping just prior to the tornado, resting
from working the previous midnight shift, and awoke to his wife yelling
“get in the hallway!” Thankfully no injuries or fatalities were
observed with this tornado.

Figure 16: Public Information
Statement for the Beaufort EF1 Tornado.
Damage Pictures
Photos courtesy of: WFO MHX



Case Study Team:
David Glenn
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