RF Technology: Doug Lung
Antennas Garner Attention at IEEE Symposium
The
IEEE Annual Broadcast Technical Symposium (IEEE-BTS), held this
year in Tysons Corner, Va., is the best conference for learning
about new broadcast RF technology. The overall quality of the
papers this year, as usual, was excellent, and antennas received
a lot of attention.
TV antenna designs have had their share of controversy.
In the past, some papers presented at NAB and IEEE sessions claimed
center-fed or branch-fed antennas were superior to end-fed antennas
for DTV, while others discounted the difference.
At the 2000 IEEE-BTS, IEEE Fellow Geza Dienes countered
the criticisms of end-fed slot antennas in his paper "Computer-Aided
Television Transmitting Antenna Design Techniques." He started
with a summary of the three common UHF TV antenna types: panel,
center-fed and end-fed.
Panel antennas use a corporate, or branch, feed
network. Each individual panel usually contains four elements,
so phase and amplitude control is limited to groups of four. This
type of antenna is capable of broadband performance.
OLD MAN
Geza explained that center-fed antennas are actually
the composite of two end-fed antennas one pointing up and
the other pointing down. In this "old man" of design
approaches, RF is injected near the center of the antenna array.
Generally, only two phase and amplitude controls are available
the entire top or bottom half of the array must be shifted.
The result is a shifted phase front.
With end-fed antennas, as the name implies, RF
is injected at the end of the antenna array and, as Geza explained,
exits at a controlled rate and timing from the radiating elements.
Phase and amplitude for each radiating element can be adjusted
individually.
A properly designed end-fed antenna will produce
a flat phase front. However, achieving that proper design requires
work. It is necessary to determine the location, distance from
the receiver, amplitude and phase for each element in the antenna.
Geza said this takes more than 1,800 calculations!
ANTENNA DESIGN
Computers have been used to design end-fed antennas.
In the past, with less-powerful computers, it was necessary to
make many simplifications and assumptions. With the powerful computers
available now, it is possible to vary the parameters of any element
and see the result.
Geza demonstrated the software he had developed
for use at Andrew Corp., including an azimuth pattern calculator
and an array calculator for developing elevation patterns for
end-fed antennas. The computer programs make it possible to visualize
antenna performance, making it easier to determine what compromises
need to be made and to see how stable the design is its
possible see how inaccuracies affect antenna performances.
One example showed the variety of pattern options
available with a simple array of four panels around a radius.
Another demonstrated how the elevation pattern of a 35-bay end-fed
slot antenna could be modified to minimize "beam-steering"
or differential gain by varying the phase and amplitude of each
element in the antenna. He also showed that if more than 2 degrees
of electrical beam-tilt is designed into a center-fed antenna,
the main lobe will actually split.
Someone asked Geza if it was possible to design
a near-perfect elevation pattern for an end-fed antenna
why couldnt the same technique be used to optimize a center-fed
antenna, because it consists of two end-fed antennas. He replied
this was because the center-fed antenna appears as two sources
a certain distance apart and for this reason you cant use
more than two degrees of electrical beam-tilt in a center-fed
antenna.
Another question concerned "beam-steering,"
a problem often associated with end-fed antennas. Geza answered
that this can be reduced to 1 dB over a 6 MHz channel for any
viewer.
SIDEMOUNTED DTV ANTENNAS
A common belief is that sidemount antennas wont
work well for DTV. While tower effects have to be considered,
Carl Eilers presented a paper he wrote with Gary Sgrignoli that
showed if the antenna is sidemounted on a tapered tower section,
pattern distortion will not be as bad as it would be if mounted
on a straight-leg tower section.
To summarize the results of the analysis, the reflections
from the legs of a tapered tower section will fall either above
the horizon or below the main beam of the antenna. The tower leg
closest to the antenna is angled upward, creating reflections
above the horizon. The tower legs farthest from the antenna will
be angled down, so reflections from them will fall below the main
beam. As a result, pattern ripple is less than it would be with
a straight tower section and, correspondingly, the echo pattern
improves.
Carl Eilers said there should be no fear of sidemounting
an antenna on a tapered tower structure. He did note, however,
that the reflection from a tapered tower would slightly modify
the vertically and horizontally polarized components of the E-M
(Electric-Magnetic) vector.
WIDEBAND SLOT ANTENNAS
Slot antennas are not usually seen as wideband
antennas. Gordon Sinclair, in his paper "Adding Channels
without Adding Tower Loading: UHF Wideband Slot Antenna Technology,"
described features of the Technology for Communications International
(TCI) Model 888 wideband slot antenna. He focused on the disadvantages
present in other antenna designs single-channel slot antennas,
turnstiles and panel arrays and showed how the TCI design
avoided them.
Some disadvantages of these common designs included
narrowband operation, high windloading and difficult-to-support
mechanical structures. The TCI Model 888 avoids them by using
wideband "slots" as the antenna element in a unique
antenna configuration.
Antenna elements in the TCI Model 888 consist of
a wideband cavity (approximately one wavelength long 15
inches) with a T-bar feed. Sixteen elements are assembled in a
vertical column and branch-fed.
While it wasnt discussed in the paper, it
appears the phase of each element could be adjusted individually,
allowing more flexibility in elevation patterns than would be
obtainable using the common panel configuration with four elements
fed together.
CREATING DIRECTIONAL PATTERNS
The columns are tightly clustered around a small
radius, which contains and protects the feed lines. The diameter
of the cylinder of columns is about 24 inches. This tight spacing
minimizes pattern scalloping and has less windloading than a panel
array with comparable gain. While the standard design is omnidirectional,
elements can be removed (or disconnected) in one or more columns
to create directional patterns.
The paper showed the results of field tests of
an omnidirectional Model 888 installed at WRLK. VSWR plots indicated
the broadband nature of the antenna and field-strength plots showed
the signal from the antenna was comparable to the original RCA
TFU-30, with better field strengths closer to the antenna and
results within 2 dB of the RCA antenna farther out, except along
one radial.
Investigation showed there was a problem with a
feeder on that side. The large number of feeders and the difficulty
of getting to them for repairs when the antenna is on top the
tower is a disadvantage with the design, although repair after
installation is likely to be difficult for any type of antenna.
NEW TOWER RATING STANDARD
In the past, antennas have not been considered
part of the tower structure when it was analyzed for structural
integrity. Adam Jones, mechanical engineer at Dielectric Communications,
explained the ramifications of the new TIA/EIA-222-G tower rating
standard. This standard is scheduled for release this year.
Many broadcasters will be adding antennas to existing
towers or building new towers for their DTV antennas. A thorough
understanding of EIA-222-G now could avoid possible problems when
the tower or antenna is installed.
EIA-222-G has several significant differences from
the previous standard, TIA/EIA-222-F. One change is that antennas
are now included in the tower rating standard. For the structure
to be studied under EIA-222-G, the mechanical design of the antenna
will have to be evaluated. Another is that EIA-222-F was based
on the Allowable Stress Design (ASD) methodology, while EIA-222-G
uses the more widely recognized Load Resistance Factored Design
(LRFD) methodology.
Under EIA-222-F, basic wind speed was based on
the "fastest mile averaging period." With EIA-222-G,
a "3-second gust measurement" is used. This brings the
standard in line with American Society of Civil Engineers wind
speed map (ASCE 7-95). Design parameters for icing and wind speed
are now defined, based on local conditions.
The burden of these changes will mostly fall on
the tower and antenna manufacturer. However, EIA-222-G contains
several tables that define exposure category (urban/suburban,
open terrain with scattered obstructions, and flat unobstructed
areas exposed to wind over open water), a new topographic factor
and a reliability class. If there is a choice of locations for
a new tower, these factors should be considered when selecting
a site.
There are three reliability classes based on probabilities
that the design wind speed of the structure will be exceeded during
a 25-year period. Most broadcast structures will be considered
"Class II" structures, defined as "structures that
due to height, use or location represent a substantial hazard
to human life and/or property in the event of failure."
TOPOGRAPHIC FACTOR
The topographic factor is used for structures located
on escarpments, hills or ridges that could cause a wind speed
increase. For example, structures in the upper half of a ridge
must consider wind speedup in all directions (topographic category
4). This wind speedup can increase the wind pressure on a structure
by a factor of 2 to 2.5 over that calculated without the factor.
From this brief introduction to EIA-222-G, it should
be apparent that tower customers will have to supply more information
to their structural engineer to ensure the new tower or addition
will meet the new standard.
Doug Lung is vice president and director of
engineering for the Telemundo Group of stations. Contact him at
dlung@xmitter.com.
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