Solar Collector
Introduction
The Solar Thermal Cogeneration (STC) system
uses a tracking solar collector composed of a
receiver, which
is a
pipe containing water/steam, and a tracking
concentrator,
which is a reflector
system that tracks the sun and concentrates
sunlight on the receiver. Design goals include high absorptivity
of solar radiation, low heat loss, accurate
tracking,
mechanical strength, long
life, an economical design, simple to fabricate and maintain, with a
low profile
for hiding behind a flat
roof
parapet.
Low
Profile Requirement
Low profile roof-mounting provides several advantages for a residential
solar collector. Roof-mounting hides the collector from view and
provides shortest connections
to points-of-use. Roof-mounting minimizes space utilization and
reduces cooling costs in hot climates by reducing
sunlight on the roof.
To address the low-profile requirement, various collector geometries
must be understood. A
line-focus
collector focuses
sunlight on a line and a
point-focus
collector focuses sunlight on a point. A simple line-focus
concentrator forms a parabola in two
dimensions (
trough).
A simple point-focus concentrator forms a
parabola in three dimensions (
dish). To
keep the trough low profile, its length may be extended to increase
capacity. The only way to keep the
dish low
profile while increasing capacity is to replicate a small dish.
The main advantage of the trough is that it can be extended in length
with simple mechanics for easier fabrication. The main advantage
of the dish is its compactness
making it more appropriate for
small spaces. Replicating dishes also
offers modularity and
opportunity for incremental development. But its compactness
implies high temperature differentials and expensive
materials. Replicating the complex mechanisms of
two-dimensional tracking can add further expense, and risk of
defects. If roof area is
available, and low-temperature receiver materials are available at
reasonable cost, the trough probably delivers better performance/cost.
Fresnel is another collector geometry which
slices a parabola into discrete sections of
flat-surface reflectors and mounts them in a plane. Flat mirrors
have several
advantages
over the continuously-curved metal parabolic concentrator. Flat
mirrors are inexpensive, have superior
reflectivity (silver
protected by glass, 95 to 97%), and don't oxidize, requiring less
maintenance (polishing or other treatment).
The line-focus
fresnel geometry is known as
linear
fresnel while the point-focus fresnel geometry is known as
power-tower.
As with
parabolas,
line-focus fresnel requires single-dimensional tracking and
point-focus
requires two. The discrete sectioning also increased the number
of shafts, bearings and gears. Although the fresnel concentrators
are low-profile,
the fresnel receivers must be elevated, violating the STC's low-profile
requirement. Linear fresnel receivers may be more
cost-effective than parabolic trough receivers in limiting receiver
heat loss.
The various geometries are feasible for various applications depending
on geometric
considerations, cost/reliability of fabrication, and cost/availability
of materials. The parabolic trough line-focus geometry was chosen
for the STC's
initial development to maximize the solar collection area for a flat
residential roof with parapets while minimizing mechanical
complexity, materials requirements, and to accommodate the energy
conversion approach (low-temperature steam). The linear fresnel
collector is
briefly covered next for some context. Lots of info on various
collector types may be found in
Power
From The Sun.
Linear
Fresnel Geometry
Think
of one
giant parabolic trough directed vertically and then slice the trough
long
ways, bring the slices down to a flat plane, and fit each with its own
axis of rotation. There are three
potential advantages of the fresnel design over the parabolic
trough. First, the reflectors can be flat glass mirrors offering
superior reflection with less maintenance. However there will be
more heat loss due to the wider receiver needed to compensate the lack
of curvature in the reflectors. Second, the reflectors can be
easily hidden behind the flat roof parapet. However, this still
leaves the receiver above the parapet and the reflectors being below
misses an opportunity to "scoop" the light that falls on the rear
parapet during the winter. Third, wider sets of reflectors
can be
used with fewer rows of receivers, boosting the concentration
relative to the cost of receiver materials, however this again puts the
receiver high above the parapet.
More reflectors add more complexity to the fresnel's tracking
system, and more
axles, more bearings, and more motor mechanisms. This can add up
to a
significant cost and maintenance disadvantage. Another issue is that
the receiver requires an secondary reflector pointing down. It
must be
a highly reflective precision compound parabola, which is costly to
fabricate. Offsetting this disadvantage is the ability use
inexpensive flat glass instead of glass
tube.
Slightly curved sheet metal, reflectors instead of flat glass mirrors
would enable a narrower receiver but not eliminate the secondary
reflector because the curvature of the primary would need to change
with the sun's incident angle to maintain a point focus like the
parabolic trough. The surest way to find the best of the
parabolic trough and fresnel approaches is to proceed through the
design and parts costing of both.
The tracking task for linear fresnel is single dimensional, like the
parabolic
trough. Although the fresnel design calls for many more
individual
reflectors axles, and
gears than the parabolic trough, they handle less force
so they can be made from
lighter materials. There is less opportunity to use large
diameter gears. This may be compensated by putting all the worm
gears on the same shaft and driving them with one motor connected with
a
large diameter gear. If individual reflectors need to turn at
different rates the gears can be made at different diameters
and the the worm gear shaft be positioned at an angle to the array
plane. If the size differences are non-linear, a flexible worm
gear axles can be used. This complexity is one of the drawbacks
of the
fresnel approach.
Parabolic
Trough Geometry
Concentrator
The parabolic trough concentrator, or trough, makes the shape of
a parabola in its cross-section. The trough focuses solar
radiation on a
line, i.e. the receiver pipe, at the parabola's
origin. The trough is made long in proportion to the parabola
dimensions for increased capacity.
Reflecting
Material
The reflecting material
should have high reflectivity, high corrosion resistance, reasonable
strength, and minimum costs.
Silver-backed mirror glass provides the best reflectivity (97%) across
the
solar
spectrum, but the reflecting material must be curved for a
parabolic
trough so sheet metal
becomes most feasible. Two
basic options are aluminum and stainless steel. Aluminum has a
maximum
reflectivity of around 94% in the solar spectrum. Stainless
steel has a maximum
reflectivity of around 90%. Oxidation may lower
reflectivity to
65% with 80% more typical for both materials. A
wax or a more
permanent coating may reduce or eliminate the oxidation. Aluminum
telescope mirrors are
typically treated with a half wavelength thick overcoat of silicon
monoxide but it's vulnerable to abrasion.
Aluminum
is very lightweight for its strength and has relatively low cost.
Stainless
steel is about twice as heavy/strong and has about twice the
cost, so the two metals are about equal on strength versus cost.
Virgin aluminum has massive
embodied energy, but recycled aluminum has 5% of that
*, and less
than stainless steel due to its lower melting point. With an edge
in reflectivity and probably
embodied energy, aluminum seems superior to stainless steel for this
application.
Sheet metal is available in a wide
range of thicknesses.
The cost
of metal is usually closely related to weight but the price/weight
goes up for
thinner sheet. Depending on the price/weight of thinner and
thicker sheet available at the time of construction, the number of
support members may be chosen for the thickness sheet with the best
market value. A cold
rolling mill may be used to decrease the thickness and increase the
length of a thicker roll.
Virgin aluminum production is responsible for 1% of man-made greenhouse
gases, according to South
Asian Action Network. Only 40% of aluminum is recycled in the
U.S., so it seems beneficial to recycle scrap aluminum. Aluminum
is found in beverage cans, automotive
engine blocks and other components, window frames and heavy gauge
electrical
conductors. See
Al Recycling
in the US in 2000 (pdf),
Metalcasting/Machining.
The SEGS plant
concentrators, mounted directly on the Mojave desert surface in
California are washed every two weeks. An STC's concentrators
mounted on a residential roof might get by with a washing
every two
months being more isolated from dust. Polishing/waxing would
occur once
at
the start of each winter and maybe twice a year
*.
Electromagnetic
Radiation
Solar
Radiation in the Atmosphere
Trough
Dimensions
The figure below shows the plane perpendicular to the receiver pipe,
with the
pipe as the origin, and the trough facing in the positive
y or
vertical direction. The radius,
r,
is the vertical
distance from the pipe to the bottom of the trough. The
width,
w, is the distance
from trough end point to end point in the
x or horizontal
direction. The depth,
d,
is the distance
from trough end points to trough bottom in the
y direction. The
trough circumference,
c, is
the distance traversed along the trough
from end point to end point.

The standard form of
the equation for a parabola symmetric about the
y axis and offset below the
origin with radius
r is:
y = ax²
- r, where
a is a scale
factor determining the parabola's
width.
But the width
needs to be set in relation to
the radius,
r, so that that
all light rays moving parallel to the
y
axis will reflect from the inner surface of the trough to the pipe,
i.e. the origin. Require at
y
= 0, the parabola's slope
s = 1
(45° angle) so that a vertical ray reaching the parabola there
reflects horizontally to the origin. The slope of the parabola is
its derivative,
dy/dx = 2ax.
Setting this derivative to 1 (for 45°) gives
x
= 1/(2a) and
y = 1/(4a) - r.
At
y = 0,
a = 1/(4r) and the
parabola's equation becomes:
y
= x²/(4r) - r.
The trough end point coordinates are
(-w/2,
d-r) and
(w/2, d-r)
while the bottom point
coordinates are
(0, -r). The
relationships between width, depth and radius are found by adding
r to the equation with
x set to
w/2:
d = w²/(16r), and
w = 4*sqrt(dr). Any two of
r,
d,
w
are specified and the third is derived. Circumference,
c, is derived
here.
Solar energy concentrated is proportional to trough
width. For
a fixed
radius, linearly increasing the width exponentially increases the
trough
depth. Too much depth means
excess material (circumference), excess
reflection error (slope) and reduced maintenance access. Too
little depth means an excessively narrow angular range of light
concentration around
the pipe circumference. The trough width determines its
maximum
vertical
profile when the tracker points the trough at the horizon.
The trough's vertical profile
should be minimized for hiding it from
ground view.
Sizing
the Trough
The trough width and row spacing determine how much of the field area
is available for collection. If the trough width equals the row
spacing maximum collection is achieved for any solar altitude
angle (1). But this results in excessive row overlap and waste of
materials for a large percentage of the year,
especially at winter in higher (-/+) latitudes. If the trough
width is much less than the row spacing the roof area is under-utilized
at high solar altitude
angle, i.e. during the hot season. For this reason it is
important to formulate an energy budget to use in making the choice of
trough width for a given number of collector field rows and roof
width. If there is a use for extra energy during the hot season,
a wider trough for a given roof area is appropriate.
(1) angle of the sun above the horizon from the position of the
collector field
Solar
Irradiance
A common clear-sky estimate
for the sun-
normal
ground-level
irradiance,
Isn, is 1000 W/m²,
which is the average
exo-atmospheric solar irradiance (1380W/m²) corrected with the
average
clear-sky atmospheric transmittance (0.7). Due to the Earth's
orbit, the value increases in winter and decrease in summer each about
3%. Variance in ground temperature has little
effect on the heat transfer because of the much higher temperature of
the
sun. There are
analytic models that attempt to further account for atmospheric
effects.
One such model developed by Campbell and Norman is
presented in
Solar
Radiation at the Earth Surface (pdf). This model
parameterizes the
location's latitude
and
altitude. The STC's
worksheet
implements its sun-normal direct-only component but not its diffuse
component because the parabolic trough captures only a negligibly thin
slice of the sky as a source of diffuse radiation. The most
accurate
information for specific locations is usually by measurement, e.g. see
hourly
data, which includes a sun-normal direct-only component relevant
for
tracking solar concentrators.
Solar
Aperture
A point-focus concentrator (e.g. parabolic dish) maintains a constant
solar aperture in
the sun-normal plane through two-dimensional tracking so
Isn may be
used directly to calculate its
energy rate for a given day and time, and the total radiation for a
given day. But a line-focus concentrator requires a sun-normal
to earth-normal translation. The parabolic trough, in the
dimension
perpendicular to the field rows, maintains a constant solar aperture by
the
tracking mechanism until the solar altitude angle drops below
the point where the rows overlap in the solar aperture. Below
that point the solar aperture in that dimension varies with the sine of
the altitude angle. The solar aperture in the dimension parallel
to the field rows varies with the sine of the altitude angle all the
time. The parabolic trough also has end loss to account for when
the field length is relatively short (see
figure ).
Day
Radiation
To calculate the total solar radiation (watt-hours) available on a
given day to a parabolic trough collector field, first
let
Lr = row length,
Nr = number of rows,
Sr = row spacing,
Wt = trough
width (see
figure
), and let trough row orientation be east-west.
Let
Tsa be the
solar altitude angle (angle of the sun above the horizon from the
position of the
collector field), let
Tnz be
Tsa's projection in the north-south
zenith plane, and let
Tez be
Tsa's projection in the east-west
zenith
plane. The north-south
zenith plane angle where the troughs in successive rows start to
overlap, as seen by
the
sun (in the solar aperture), is the
row-overlap angle,
Tro = asin(Wt/Sr).
When
Tnz is
above
Tro, the
row-perpendicular
field width seen by the sun is fixed at
Nr * Wt by the tracker.
In the row-parallel direction the row length seen by the sun varies
according to
sin(Tez). The
end-loss correction for the row length,
Cel = abs(Rt / tan(Tez)), where
Rt is the
trough radius. So when
Tnz
is
above
Tro, the solar aperture
area
Asa
= (Lr - Cel) *
sin(Tez) * Nr * Wt.
When
Tnz is below
Tro, in the row-perpendicular
direction the rows are
seen by the sun to overlap so a correction of
sin(Tnz) is
applied to all rows except the first one.
So
Asa = (Lr -
Cel) * sin(Tez) * [Wt+ (Nr-1) * Sr * sin(Tnz)].
Given the sun-normal ground-level irradiance
Isn for a location and
given that
Asa has been
calculated for a given day and time, the
collector energy rate (watts) can be calculated:
E(W) = Isn *
Asa. The total radiation for a given day
requires an
integration
of
E from sunrise to
sunset: Day radiation,
Rd
(Wh) = sum
[E(day,time) * dt]
where
dt = time increment
in hours (see
code
listing).
These estimates for energy rate at any time of day and the total
radiation at any day of year can be used to make various design
decisions although a good margin of error is needed in any
weather-related estimation. The following is a day radiation
example using the implemented
Campbell and Norman model (
altitude=
20m, latitude= 32°, Nr= 4, Lr= 32 ft, Sr= 6 ft):
day
|
Rt (ft)
|
Wt (ft)
|
Rd (Wh)
|
winter
solstice |
0.75 |
3 |
121500 |
summer
solstice |
0.75 |
3 |
258600 |
winter
solstice |
1 |
4 |
138700 |
summer
solstice |
1 |
4 |
343000 |
The SEGS plant's Sr is 2.5 x Wt.
Tracking Mechanism
The tracking mechanism rotates the trough around its axle, concentric
with the receiver pipe, to track the sun. It must be low-power,
low-cost, high-reliability,
simple, accurate and quiet.
Trough range
of
motion depends on latitude but should be 140° at most. Wind
and rain can put considerable forces on the concentrators and precision
adjustment is needed to stabilize and maximize the radiation on the
receiver pipe. The trough should be
rotationally
balanced to
minimize the load on the tracking mechanism. A possible design
consist of a cable attached to the two trough edges, a
cable pulley, a worm wheel, a worm gear, and an electric
motor,
as in the figure below.
The pulley and worm
gear secure the concentrator against wind forces.

The receiver pipe
sections must be short enough to prevent pipe sag from stressing the
glass tubes (see
Structural
Support) so each receiver section might have an independent
tracking
mechanism. The advantages of independent over ganging tracking
include
focus precision, simplified design, ability to adjust individual
sections, e.g. if the system is running too hot for the load
demand, and to smooth out the tracking load on the power
source. The disadvantage is a larger number of
small components that could harbor defects.
Here's
how to make a worm gear on a lathe. The material should be
hardened. The worm gear mount should allow axial adjustment
to
a fresh positions as the threads wear. To get even wear
on both the wheel and worm gears, first account for the relative
hardness of
each, then make the worm gear length times circumference equal the
wheel gear width times circumference. The wheel attaches to a
cable pulley.
The cable pulley may be small in diameter to maximize the gear ratio,
to reduce the load on the motor. Given long power distribution
lines, higher speed (voltage) and lower torque (current) motors are
preferred for efficiency. Also,
with a small diameter cable pulley, wind force transmits
less to the worm gear and more to the pulley axle. But
a larger diameter pulley provides the pulley more leverage and provides
the cable more traction and less strain (1). For increasing
traction,
contact area is preferred over tension, so the number of
loops is increased. A certain
amount of slip allows high winds to push the trough to
the end-stops, offloading the
tracking mechanism.
Manila and hemp are the strongest natural ropes, while synthetics are
1.6 to 3 times stronger. Flax and jute are also used.
Cotton tolerates more bending. Nylon is unique in having a lot of
stretch; the others may need spring-loading to absorb wind shock and
shrinkage when wet. Wire rope is stiffer and thus requires more
tension to wind onto a small
diameter pulley. The greatest stress on the rope is from the
pulley winding tension. Sand/grit is the other major stressor in
arid regions, followed by temperature changes. Occasional washing
seems to be beneficial for natural ropes. Ropes are treated with
water repellent/lubricating oil during manufacture and pine tar has
been used for protecting sail rigging from moisture/decay.
Maintenance treatments are probably beneficial.
It's very important to protect the mechanisms from the elements.
The cable and pulley must be exposed but the worm wheel/gear and
motor should be enclosed in sheet metal. The shaft bearing and
seal can be mount in a sheet metal plate that becomes one side of the
enclosure, with the worm wheel on the inside and the pulley on the
outside.
(1) Pulley diameter less than about eight cable diameters is a
significant strain.
Manila Rope
Hemp
Rope
Rotational
Balance
Rotational
balance prevents gravity from loading the tracking mechanism and is
necessary to minimize motor load and mechanical stresses. Imagine
the
x-y plane described above
suspended
in gravity by a string at the origin. The
trough and its support structure will tilt the plane in the negative
y direction. Placing
appropriate weights at the trough end points in the positive
y half of
the plane will correct the tilt and place the rotational center of
gravity at the origin, or receiver pipe, providing rotational
balance.
The trough end points should be near
y=0
to facilitate attaching the weights which must extend into the
positive
y space.
Although there are diminishing
returns in terms of solar aperture captured (parabola width,
w) versus
sheet metal requirements (parabola circumference,
c), as parabola depth,
d, is
increased, this
adds not more than
15% sheet metal compared to shallower depths.
A force-bearing
mechanism such as a screw-gear telescopic
actuator might be a cost-effective
alternative to balancing with weights. Another alternative is fixing the
pipe to the trough
and allowing the entire assembly to rotate
about its natural rotational center of gravity. But this calls
for very expensive flexible steam pipe at the trough ends and
results in a higher overall profile and more receiver exposure to the
wind. Wind greatly
increases the heat loss and can carry abrasive particles that scratch
the glass tubes.
Tracking
Motors
The tracking motors should be most efficient and reliable to
minimize power draw and
full
costs. In
a collector field with R rows of S
sections, the total number of tracking motors needed is R*S =N (for
residential, typically 4*5
=20). The
number of motors might be halved by driving pairs
of troughs with one motor using a shaft that extends to the center
of each trough. Given long
wire lengths, higher voltage and lower current are preferred to
minimize resistive loss in the wires. Given low cost electronic
components, variable
frequency drive (
VFD)
is probably feasible. Speed bursts are required to quickly
defocus the troughs to help maintain steam cycle stability.
Operating the motors at slightly different speeds may be useful, plus
smooth starts/stops can greatly reduce
stresses and power consumption.
The N motors may be wired in a matrix with 1 VFD and R + S solid state
switches,
or a hybrid of R VFDs and S switches, or the N motors may be driven by
N dedicated VFDs. If a single VFD is used, the switch losses
become an issue. If
switch losses are low, light motors may be used, and driven
simultaneously at a slow rate by the single VFD. The tracking is
continuous with occasional
synchronizations. But if switch losses are significant, the VFD
must adjust each trough
individually, and the relatively fast and frequent starts and
stops require heavier motors, with more
stress and energy loss to static and kinetic
friction.
By running N dedicated VFDs with light motors, the switches may
be eliminated. The VFDs would be much smaller than the single
VFD, probably equalizing
the component
costs. The power wire mass needed in each case is nearly equal,
as a function of average power draw. If the VFDs are mounted in
the motors they may all share a
power bus, and have individual control wires. But indoors is a
better environment for the VFDs and this
eliminates the control wires, replaced by individual power wires, with
probably more
reliable connections than the shared-bus. It's
the same wire mass
for the same power. But there is an
increased risk of defects in such a large number of small wires and
components, so if switch losses are low, a single VFD is probably the
best approach.
The motors may be three-phase
permanent
magnet AC types, driven at a
high voltage to minimize current and wire losses. The motor might
have a large diameter with a large number of small
magnets
on its rotor and a small number of coils (1) driven by a low frequency
power
waveform.
A three-phase motor might have 6 coils, with one at the 8, 9, 10, and
2, 3, 4 o'clock positions on the rotor
diameter. The rotor would have twenty
magnets for ten power waveform cycles per revolution. If the
rotor
diameter is 5" and the worm gear pitch is 0.05", the worm wheel
diameter is 5", the cable pulley diameter is 1" and the cable run is 4"
per hour, then the rotor would turn (4/60)*5/0.05 = 6 rpm, driven by a
1
Hz power waveform. At such low speed the mechanical stresses and
electrical losses would be minimum.
(1) Fewer coils of higher inductance reduces number of connections,
increasing reliability.
Tracking Controller
The parabolic trough has only a
single dimension tracking task, updating quite often, and possibly
include a tracking
offset to limit the receiver temperature when necessary. The
STC's
control/monitor
subsystem simultaneously monitors and coordinates electrical power
conversion, steam
system regulation and also concentrator tracking for optimum
performance.

The solar focus sensor may use two
omnidirectional photodetectors attached at the end of the receiver
pipe, facing the sky and
separated by a thin black semi-circular disk parallel
to the pipe. When the concentrator points directly at the sun,
the sun reaches
both photodetectors, else the sun reaches just one photodetector while
the disk shades the other.
There is probably a need to detect the
sun's position through clouds.
Solargen.org
proposes a polarizing
optical detector. The controller must be able to respond to
system commands, for example, in switching to night sky cooling mode,
or when the system detects overheating, or in shutting
down for part of the day.
Receiver
A parabolic trough receiver is a
long pipe containing transfer fluid with receiving energy focused on the outside of the pipe by the
parabolic trough concentrator. The fluid
transfers the energy to the
plant, which draw energy from the fluid and returns the fluid
to the receiver in a closed circuit. Efficient energy transfer,
low energy loss, and low thermal
stress on the receiver pipe are high priorities for the receiver design.
Receiver
as Steam Boiler
The receiver serves as the steam boiler, one of the basic
Rankine
cycle components. Steam is generated from
water in the boiler, releases its energy in the turbine, returns
to water in the condenser and is pumped back to the
boiler by the feedpump. A low profile collector on a
flat rooftop calls for
a long length, small diameter receiver pipe. This
most resembles the monotube, flash, or
once-through boiler type, which operates with a
relatively small volume of fluid and a relatively fast
response to source energy and load changes.
The receiver pipe is conceptually divided into three segments:
The water segment where the water is heated to boiling, the
evaporator
segment where the water boils and the superheater segment where the
steam is further heated.
Precise
control
of the feedpump and loads are necessary to maintain
the
evaporator segment in a
steady position and maintain stable/bounded
fluid temperature/pressure
in response to rapid source energy and load changes. It's
preferable to attach temperature
sensors
to the pipe's outside surface instead of on the inside to avoid
compromising boiler integrity. The measure of fluid temperature
is thereby delayed. It's also preferable to avoid safety valves
and pressure gauges as these also compromise boiler integrity.
The system must therefore rely on the the rpm and
flowrate
sensors together with the temperature sensors to detect transients and
maintain stable/bounded fluid temperature/pressure.
For added boiler temperature/pressure control, a
collector tracking offset may be employed to reduce source energy rate
to limit cloud-induced transients. The sun's movement is slow
enough such that normal source
energy changes may be adequately detected by the temperature
sensors. But intermittent clouds
present a
challenge by causing rapid source energy transients. An
inexpensive
image
sensor and recognition process could be implemented in the
control/monitor subsystem
to monitor
the sky
and during periods of intermittent cloud cover the system could
introduce a
collector tracking offset to limit the transients.
Boiler
Materials
The boiler pipe should be strong to withstand the high temperature,
pressure
and turbulence inherent with the monotube boiler type. The pipe
should conduct heat well, not sag or deteriorate or corrode over time,
and should be available at a minimum cost
and minimum embedded energy.
Typical boiler pipe material is
carbon
steel. The most
common problem with carbon steel is oxygen corrosion from water having
greater than 1 ppm oxygen content. Corrosion at the
condenser is also a problem when there is too high a carbon dioxide
content. Corrosion problems increase with temperature and with rapid
temperature changes. Normally,
a small amount of oxygen in the water will react
with the inner pipe surface to form an oxide layer which protects the
pipe from further oxidation. But rapid
temperature changes create mechanical stress that fractures the oxide
layer, exposing the pipe to
further oxidation, leading eventually to breaches in the
pipe. Excessive turbulence will also affect the integrity of the
oxide layer, but some turbulence is necessary for
efficient heat transfer.
To maximize the life of carbon steel pipe the
steam system should be free from debris/contaminants, free from
pits/scratches/defects, have maximum radius turns, minimum mechanical
stresses, minimum discontinuities in the inner wall surface, the air
drawn out of
the system, the temperature and pressure changes be as smooth as
possible and maintained within rated limits.
Only
pure
water, i.e. distilled/deaerated, should be used with carbon
steel. At
high temperature dissolved mineral bicarbonates decompose into much
less
soluble carbonates and deposit onto the inner pipe walls reducing heat
transfer and causing the pipe to overheat leading to premature
failure. Without deaeration, the
slow
formation of oxygen bubbles creates deep pits on the
pipe walls and a similar corrosion by carbon dioxide takes place in the
condenser. An oxygen scavenger such as sodium sulfite and an
alkalizer such as sodium hydroxide may be added to reduce oxygen
corrosion
*
but it's better to avoid additives when possible.
The receiver's glass
tubes, seals, and the threaded pipe ends are all vulnerable to stress
from pipe sag. Thicker pipe walls
provide more mechanical strength, reduce noise and vibration from
boiling
turbulence, provide more protection
against corrosion failure, and provide more thermal mass to help smooth
out
thermal
stress created by intermittent clouds. The trade-off includes
higher cost, lower heat
transfer rate (due to thickness), higher thermal stress (due to higher
temp. diff.), and greater radiative loss (due to
surface area). Common grades for carbon steel include
Schedule 40,
and Schedule 80 which is thicker and more expensive.
The receiver joints connect the receiver
pipe sections to form the boiler circuit and provide the points of
mechanical support for the pipe circuit. To allow removing pipe
sections for
maintenance, the threads at each end of a section
are
cut in
opposite directions and the joint threads are tapped to the middle of
the joint. There the section ends butt against each other so the
fluid sees only one transition per joint. Appropriate tools
support the various components as the section is screwed in and
out of the joints.
If
the receiver pipe is welded-seam the seam should be placed away from
the
concentrator. This means that the threads should be tapped so
that the seam is oriented correctly when two pipe sections meet inside
a joint. The pipe threads reduce the pipe thickness and are
likely to corrode through before
the rest of the pipe. Sometimes
commercially cut threads are deeper than
half the pipe thickness. Instead, an increased number of finer,
shallower
threads may seal as effectively if they are cut with precision and are
clean, defect-free and aligned well.
In the superheater section of the boiler, spiral channels (rifling)
might be cut in the inside surface of the boiler pipes. This
creates centrifugal force which slings water
vapor in the steam to the pipe surface increasing heat transfer and
lowering the pipe temperature
* (pdf). The advantage has to be weighed against
both the cost of cutting the channels and the increase in
turbulence
stress on the pipe.
Corrosion Testing Laboratories
Boiler
Stresses
Thermal/mechanical stresses, along with corrosion, determine the
lifespan of
the
boiler
pipe. The temperature magnitude, rate of change, and number of
temperature cycles all contribute thermal stresses. A lower
operating
temperature reduces thermal stress but this sacrifices energy transfer
efficiency. A higher operating temperature is tolerated by
stronger metal
alloys but these can be very expensive. A
buildable
design calls for inexpensive materials and thus a lower operating
temperature,
even if collector area must increase.
The thermal
conductivities of
water and steam are very different and the pipe segment holding water
stays
relatively cool while the
pipe segment holding steam stays relatively hot. This hot
segment, or superheater segment, receives greater thermal stresses than
the water segment and may require a higher grade material.
The
evaporator segment
of the pipe faces phase-change turbulence and intensely fluctuating
temperature
gradients, which may lead to
thermal shock
and failure in material with inadequate
toughness.
The evaporator segment is likely to require a tougher material.
The total length of the evaporator segment
depends on the system's
ability to control the location and length of the fluid flow undergoing
the phase-change.
It is
probably best to specify stainless
steel for
the evaporator and superheater segments and (4x lower-cost) carbon steel for the water segment. The
DISS (Direct Solar Steam) [
*|
*] (pdf) program
provides more detail.
Given
the temperature and pressure range in a day cycle, largely determined
by the fluid phase and flow rate, a pipe manufacturer may provide data
to estimate the lifetime of the pipe.
Eddy-current
testing may be used to check for cracks during periodic maintenance.
KEY to
STEEL :: Articles
TubeNet -
Technical Articles
Mechanical
failure modes
Pipe
Standards
Pipes are manufactured according to temperature and pressure
standards. Some are listed below.
SME B31.9 Building Services Piping maximum 366°
F (186°
C), 150
psig (1000 kPa).
ASTM A53 B Carbon Steel Pipes - Working Pressure for
400°F:
Sch 40: 214 psig, Sch 80: 753 psig
Bursting internal pressure of STM A312 Stainless Steel Pipes, 1/2", Sch
5: 11,607 psi
ASTM A269 Welded & Bright Annealed Stainless Steel Tubing
(304L/316L) 1/2", 0.02", 1500 psi
A106
Grade B Carbon Steel Pipes - Pressure and Temperature Ratings
ASTM A53 B Carbon Steel Pipes - Working Pressure
Bursting
and Collapsing Pressures of ASTM A312 Stainless Steel Pipes
Steel
Tubes - Working Pressures
Stainless
Steel Pipes - Pressure Ratings
Temp.
Drop / Friction
Loss
The pipe temperature
limit and the
temp. drop due to the
thermal
resistance of the receiver pipe/fluid together place an upper limit
on the fluid temp., and thereby on the overall system
capacity.
The heat transfer rate from
the outer pipe wall to the fluid inside is Q (W) = [ 2π
L (To - Tf) ] / [ ln(Ro/Ri) / C + 1 / RiH ] where L = pipe
length (m), To = pipe outer surface temp. (°K),
Tf
= fluid temp. (°K), Ro = outer pipe radius (m), Ri =
inner pipe radius (m), C = wall conductivity (W/m°K) and H = fluid
heat transfer coef. (W/m2°K).
For a solar collector field of 20 6 ft sections, (120ft * 0.3048 =
36.6m),
pipe thickness 3 mm, outer diameter 3/4" * 0.0254 = 0.02 m, outer temp.
575°K
and inner temp.
500°K, stainless steel
pipe wall thermal conductivity 25
W/(m°K), steam heat transfer coefficient 500 W/m2°K, the heat
transfer rate is:
Q (W) = [ 2π
*
36.6m
*
( 575°K -
500°K
) ] / [ ln(0.02/0.017) / 25 + 1
/ (0.017*500) ] = 139 kW.
Fluid friction in the receiver pipe reduces steam
pressure/temperature
at the turbine nozzle. According to efluids.com, friction is a
fucntion of fluid viscosity and its velocity gradient
set up by the no-slip condition at the wall
*.
Friction loss in steam pipes is mostly a
function of
pipe length and diameter although bends and fittings also create
friction, turbulence and noise.
From engineeringtoolbox.com /
steam
pipe sizing: steam pressure loss due to pipe friction
is:
pressure loss (psia)
= 14.7 + 1.306e-4*L*q
2*(1+3.6/D)/(3600*d*D
5),
where L = length (ft), q = mass flow rate (lb/h), D =
diameter of pipe (in), d = density of steam (lb/ft
3).
velocity (ft/s) =
volume flow (ft
3/h)
/ ((sec/hour) * π * radius (ft)
2)
pressure loss (bar)
= 0.06895*(14.7 +
4.284e-4*L*(2.2*q)
2*(1+3.6/(0.03937*D))/(224.64*d*(0.03937*D)
5)),
where L = length (m), q = mass flow rate (kg/h), D =
diameter of pipe (mm),
d = density of steam (kg/m
3).
velocity (m/s) =
volume flow (m
3/h) / ((sec/hour) * π *
radius (m)
2)
For example, L = 5 m, q = 25 kg/h, D = 12 mm, d = 4.16 kg/m
3
(P = 8 bar a, T = 76°C),
pressure loss (bar) = 0.06895*(14.7 +
4.284e-4*5*(2.2*25)
2*(1+3.6/(0.03937*12))/(224.64*4.16*(0.03937*12)
5))
=0.43 bar.
given, from above, specific volume = 1/d = 0.24 m
3/kg,
velocity = volume flow / area = (25 kg/h * 0.24 m
3/kg)
/ (3600
s/h * π * 0.006
2 m
2)
=14.7 m/s
Also see
Spirax
Sarco Example
10.2.2. Spirax Sarco's steam table
calculation
generally agreed with Engineering Toolbox. Spirax Sarco says the
general rule for steam velocity is 25 to 40
m/s. Above 40 can create noise and erosion. Engineering
Toolbox
suggests
that superheated steam is ok up to 60 m/s.
Friction loss formulas for the pumping of fluids, which are
incompressible, include the
Darcy-Weisbach
Equation,
Moody
diagram, and
Hazen-Williams
Equation and also steel pipe friction loss and velocity
diagrams:
Sch
40,
Sch 80.
Sizing
The Receiver
First, the
trough size, the
number of rows in the
collector field,
and the length of the series circuit are determined from the roof
dimensions and amount of
solar energy to be collected. Next, the receiver pipe
diameter is considered. A smaller diameter pipe increases
feedpump
load through
friction
loss, but also
reduces
heat
loss and increases heat transfer by turbulence through increased
fluid
velocity. Turbulence should be limited to avoid excessive thermal
stresses, corrosion (1), and
noise.
Next, a steam temperature setpoint is determined to meet the
turbine
target efficiency, up to the pipe thermal stress limit.
Then a volume flowrate that
transfers
the required energy is determined from the temperature setpoint, pipe
diameter, and steam specific heat. A number of
flowrates may be calculated for a number of pipe
diameters and the materials costs considered and a final decision made
on the pipe diameter. The calculations
must be made for water, saturated steam and superheated steam.
The percentage of the receiver pipe occupied by these phases are
determined in
System
Design. A larger diameter pipe for the
evaporator and superheater sections might yield better overall
performance (2).
(1) Excess turbulence can break up the protective oxide layer
that forms
on the inside of metal pipes, causing more oxidation and faster erosion.
(2) Phase change creates high turbulence in the evaporator section and
high steam velocity maintains considerable turbulence in the
superheater section. So a larger diameter pipe for these sections
may provide adequate heat transfer from the wall to the steam while
reducing friction drag. Friction drag is
reduced by decreasing the ratio of pipe surface area to fluid volume
and by reducing fluid velocity.
Receiver
Emissivity
During operation, the receiver pipe surface temp. remains
significantly higher than the steam temp. due to the thermal resistance
of the pipe material. This means potentially high heat loss from
the pipe through convection
to the air
*, and radiation
to the sky
*,
a low
temperature radiation sink. A selective coating on the pipe
surface is required to limit radiation loss from the pipe to the
sky. The selective coating should have solar absorptance of
>0.9 and infrared emittance of <0.15 over the full range of
incident angles, and endure 600°F over the system
lifespan.
Most of the energy radiated by the pipe is in the infrared region of
the
radiation
spectrum
while
most of
the energy from the sun is in the visible region. A
wavelength-selective
coating on the pipe can limit infrared emission while absorbing visible
radiation. One approach is to first electroplate [1] the
pipe with
nickel, an excellent reflector, to limit infrared emission. Then
a coating is applied to cause absorption of the solar radiation without
affecting the infrared emission. The coating accomplishes the
absorption geometrically [2], through wavefront discrimination by the
particles.
Selective paints composed of metal oxide pigments in a silicon binder
have solar absorptance of 0.92 and infrared emittance of 0.13
[2]. These numbers are good but it appears that the temperature
limit for such paints are below 600°F. Chrome is deposited
[1] in a
microscopic pattern onto a nickel coating have solar absorptance of
0.95 and infrared emittance of less than 0.25 [3].
Magnetron sputtering is an alternative to electroplating that doesn't
involve chemicals. The SEGS plants in Southern
California used Mo-Al2O3 cermet solar coatings to achieve solar
absorptance of 0.96 and infrared
emittance of 0.16 at 660°F [4]. The electroplating method is
probably more appropriate for the STC given its low cost, assuming the
coating can handle the high temperatures.
[1] electroplating [
*|
*],
thin
film deposition
[2]
Solar
Energy - State of the art (pdf)
[3]
Solar
Collectors - Power
From The Sun
[4]
Sputtered
Solar Absorbing Coatings
Powder Coater's
Manual
Glass
Tube, Vacuum Seals
The receiver pipe is enclosed in a glass tube to maintain a vacuum that
reduces convection/conduction heat loss from the pipe to the
surrounding air. The glass tube should have very high
transmission in the
solar
spectrum, high reliability, and a reasonable cost.
Glass with high iron content (a green
tint in the edge) has a transmittance of around 0.8 and absorbs some
20%
of solar radiation so
low-iron glass should be specified.
Borosilicate
glass with
transmittance as high as 0.93 across the solar spectrum for thicknesses
of several mm, is
probably the most appropriate for the application, given its strength
at high temperatures, and high availability. Most glass has
around 4% reflectance across the solar spectrum at each
interface. A
magnesium
fluoride coating can reduce this to 2% for
much of the spectrum and more elaborate layering can reduce it close to
zero for most of the solar
spectrum. This coating may have issues with
abrasion and temperature.
The glass tube will
absorb most of the infrared emission
from the receiver pipe
*
and
then emit that to the colder environment. Convection/conduction
heat loss from the pipe is
determined
by the temperature, pressure, and the types of residual gases in the
vacuum
(off-gassing from inside surfaces, e.g.
water, oil vapors). The heat loss rate for an ideal gas may be
calculated
but the residuals may not behave as ideal gases. The pressure is
chosen to balance insulating quality against costs, including the cost
of vacuum equipment. Convection
across a 1 cm gap becomes
insignificant below 10
torr.
Conduction across a 1 cm gap is roughly constant with pressure above
0.1 torr,
proportional to pressure
between 0.1 torr and 0.001 torr, and insignificant below 0.001 torr
*,
which is about the limit of mechanical vacuum pumps (see
creating
a vacuum).
The vacuum seals at the ends of the tube should withstand thermal
stresses and should not off-gas into the
vacuum. The seals should hold the vacuum while
accommodating
the glass tube's and metal pipe's different rates of thermal
expansion. Linear
expansion equals
length times the material's linear expansion coefficient times the
change in
temperature. For example, a receiver is 10 ft long, the linear
expansion coefficient for
borosilicate glass
is
0.32e-5 per °C and
for carbon steel, 1.24e-5 per °C. At a temperature increase
of
300°C
the the glass length expands by 10 ft x 0.32e-5 x 300 = 0.12" and the
steel by 10 ft x 1.24e-5 x 300 = 0.45". The difference in
expansion length is 0.33".
At high temperatures, metal is probably the best vacuum seal
material. One approach to sealing
concentric pipes to accommodate linear
expansion is a bellow
(accordion) seal. Bellow
seals are made by welding a stack of sheet metal donut shaped disks
together at
their inner
edges and at their outer edges and welding a pipe and tube seal at the
ends of the
assembly. The
bellow disks
must be strong enough to support the weight of the tube and withstand
the
vacuum at high temperature, and thin
enough to flex with expansion/contraction.
The pipe seal can
be copper and the tube seal can be a nickel-iron alloy that matches
the
glass's expansion coefficient. To install the seals, the
contact surfaces are polished and cleaned, then the seals are pressed
on with the
glass expanded by high heat, the seals expanded by medium heat and
the pipe kept relatively cool, but above dew point.
SEGS Parabolic Trough
Receivers:
Schott,
the company that made the SEGS receivers provides considerable
information on their PTR
70 receiver. The glass is borosilicate with an
anti-reflection coating that has been strengthened to withstand
abrasion. The tube is steel with a selective coating for
high absorption and low emission at the operating temperature of
700°C. The seals are a nickel alloy with a thermal expansion
that
maintains a seal with both the glass and the steel.
Basics
of Design Engineering - Engineering Materials - Glass
Metal
bellows sealing
Heat
Losses
The receiver heat loss prevention schemes are critical to the STC's
overall efficiency. The receiver components, particularly the
coatings on the glass and pipe and the
vacuum seals, must be
tested to ensure they will maintain the
target
efficiency over the system
service
life. Several
variation of the design should be tested together. The receiver's
lifespan in the target environment is
estimated through accelerated time tests and
extrapolation of
test data. For example, the number of diurnal temperature cycles
that the receiver can tolerate is estimated by extrapolating the
results of a series of different short period cycle tests.
The receiver pipe transfers energy to the flowing steam at a rate equal
to the incident solar energy minus the heat
loss from the receiver pipe to the environment. For a collector
field of 20 4ft * 6ft sections, and
a clear-sky estimate
for the sun-normal ground-level irradiance of 1000 W/m², the total
incident power is 20 * 4ft * 6ft * 0.0929 ft²/m² * 1000
W/m²
= 44.6 kW. For a given pipe temperature, heat loss calculations
through the glass tube involve selecting the glass tube
inner and outer surface temperatures (Tglis, Tglos) that equate the
pipe-to-glass heat transfer, the glass heat transfer, and the
glass-to-environment heat
transfer. When the pipe temperature is below roughly
1000°F, practically 100% of the radiation will be absorbed by the
glass
instead of
transmitted
*.
pipe-to-glass
radiation: If the pipe temp. is 600°F, pipe diameter is
1/2",
pipe emissivity is 0.15, the
pipe-to-glass radiation loss is:
pipe emissivity 0.15 *
Stefan's constant 5.67e-8 W/(m^2·K^4) * pipe surface area (20 *
6 ft
* pi * 1/24 ft * 0.0929 ft²/m²) * (
Tpipe 589°K^4 - Tglis(?)°K^4 ).
pipe-to-glass
conduction: Thermal
conduction in air is approximately linear with air pressure below .01
torr and is
*
approximately (2.66 * torr) W/(m·K). If the air pressure
in the
vacuum between the pipe and glass is 0.005 torr, the pipe-to-glass
spacing is 0.5 cm, then pipe-to-glass conduction loss is: [ conduction
coefficient (2.66 * 0.005 W/(m·°K)) / spacing 0.005 m ] *
pipe
surface area (20 *
6 ft
* pi * 1/24 ft * 0.0929 ft²/m²) * (
Tpipe 589°K - Tglis(?)°K ).
glass
conduction: The
thermal
conductivity of glass is around 1 W/(m*K)
*.
Given a glass thickness of 3 mm, and diameter 1", the glass
conduction rate is: [ thermal conductivity 1 W/(m*K) * glass surface
area (20 * 6 ft
* pi * 1/12 ft * 0.0929 ft²/m²)) / glass thickness 0.003 m ]
*
( Tglis(?)°K -
Tglos(?)°K
).
glass-to-sky radiation: At
wavelengths above 5 um (less than 1000°F glass temp.) the
emissivity of
borosilicate glass appears to be near 1
*.
If the winter day min. effective sky temp. is 10°F, and the glass
diameter is 1", the glass-to-sky radiation loss is: Stefan's constant
5.67e-8 W/(m^2·K^4) * glass surface area (20 * 6 ft
* pi * 1/12 ft * 0.0929 ft²/m²) * (
Tglos(?)°K^4 - Tsky 261°K^4 ).
glass-to-air convection: Using
a high-wind convection heat
transfer coefficient and winter day min. air temp. of 40°F,
the glass-to-air convection loss is: convection coefficient 100
W/m
²°K
* glass surface area (20 * 6 ft
* pi * 1/12 ft * 0.0929 ft²/m²)
* (Tglos(?)°K - Tair 278°K).
Next, the glass surface temps. are adjusted in the calculations to
equate
the total
pipe-to-glass
transfer, glass transfer, and the total glass-to-environment transfer:
pipe-to-glass
radiation: 0.15 * 5.67e-8 * 35/24 * ( 589^4 - 288^4 ) =
1400 W
pipe-to-glass
conduction: (2.66 *
0.005 / 0.005) * 35/24 * ( 589 - 288 ) = 1100 W
glass
conduction: (1/0.003)
* 35/12 * ( 288 - 285.4 ) = 2500 W
glass-to-sky radiation: 5.67e-8
* 35/12 * ( 285.4^4 - 261^4 ) = 300 W
glass-to-air convection: 100
* 35/12 * ( 285.4 - 278 ) = 2200 W
Verifying the transfers match: 1400 W + 1100 W = 2500 W = 300 W + 2200
W = 2.5
kW, the resulting glass
temps are Tglis = 288°K = 58°F, and Tglos = 285.4°K =
54°F. So the resulting heat loss through
the glass for a receiver temp. of 600°F and worst-case
environmental parameters is 2.5 kW, or 5.6% of the total
incident power, 44.6 kW. This equals a heat transfer efficiency
of 94%, better than the receiver
target efficiency of
85%. Add the heat loss through seals,
structural
supports and
connector pipes for the total receiver heat loss.
Collector
Field
The ideal collector field configuration is two trough rows forming a
single
loop but four rows more
likely for typical roofs. Fewer/longer troughs minimize connector
losses and end
losses at low sun
angle. Troughs may be oriented east-west or
north-south (1).
East-west
orientation better fits the longer east-west roof
dimension of building structures optimized for passive solar heating,
and requires
two to three times less tracking
work.
North-south
orientation minimizes trough end loss and better fit roofs that
are not longer in the east-west dimension, however
gravity drainage imposes limitations on the
use of this orientation.
For east-west
orientation, in latitudes far from the equator, equator side parapet
height and trough position should minimize the parapet's blocking the
winter sun. The opposite side trough should be close to the
opposite side parapet.
East/west side parapets blocking of morning/evening sun on the trough
ends should be minimized. In equatorial latitudes, north/south
side
troughs may be close to the parapets.
For north-south
orientation, in latitudes far from the equator, equator side
parapet blocking of the winter sun on the trough ends should be
minimized but trough ends on the opposite side should be close to the
parapet. East/west side parapets blocking of morning/evening sun
should be minimized. In equatorial latitudes, trough ends may
be close to the north/south parapets.
The
following sections assume trough east-west
orientation. The troughs should be spaced
so that the sun sees no
overlap/underlap between trough rows at the
sun's winter solstice high point.
With four rows, a parallel circuit may be
considered. If certain pipe diameters are more available than
others, parallel could yield better performance/cost by reducing pipe
friction. But the
first trough row will receive a different shadow than the three troughs
behind it, creating a pressure imbalance between the two parallel
halves of the circuit. Compensation would require two feedpumps
and more
complex control, so a series circuit is probably better.
The connecting pipes between trough rows
should
remain at the receiver height and the turns should be wide radius to
minimize pressure and turbulence. The connectors should be well-
insulated.
The
plant
should be at
the
corner of the field at the end of the circuit to minimize the steam
connector length.
(1) The true north-south line is along the solar noon shadow of
a straight rod planted in the ground aligned with
a plumb-bob string. Solar noon is halfway between sunrise and
sunset.
(2) The ratio of summer to winter insolation intensifies toward
the
poles. In fact, the summer insolation peak is greatest at the
poles.
Gravity
Drain
In freezing climates, the receiver pipe should drain by gravity to
avoid water freezing in
the pipe at night and to avoid water hammer on
startup each morning.
It is
recommended for
horizontal
pipework to have a 1:100 slope for drainage. This means every 8
feet
of run should have 1 inch of rise. So, for example,
a trough
field with four 32 foot rows and 6 foot connectors requires a total
rise of 18 inches.
If the trough rows are east-west-oriented, the
equator-near row should be the lowest so that the drainage incline may
increase the exposure of the other rows when the sun is lower in the
sky. Ideally the roof would be sloped toward the
equator-facing wall
for rainwater
drainage and in new construction this would provide the needed slope
for steam system drainage. The
drainage slope may be included in calculations
as a tilt
angle
for the earth-normal plane.
If the trough rows are north-south oriented the drainage incline may
also face the equator to benefit winter exposure except when the number
of rows is four or more because the equator side loops cannot drain, so
the incline will have to face the east or west instead.
The condenser
reservoir holds all of the
steam system water when the system is not operating, and is mounted
such that the reservoir fillpoint is lower than all of the pipework
outside the plant housing. For the above trough field, with 1/2"
inside pipe diameter, and water filling 3/4 of the circuit during
daytime operation, the reservoir has to hold an extra (3/4)* pi *
(0.25/12)ft^2 * (5 * 6ft + 4 * 32ft) * 7.48 gal./ft^3 = 1.2 gal. beyond
its daytime operation fillpoint. To protect the water from
freezing in the reservoir, the
plant housing is insulated
and the reservoir
may be placed in thermal contact with the building interior.
Thermal
Expansion
Long lengths of pipe undergoing
large temperature
changes require allowances for thermal expansion and
contraction. The linear thermal expansion coefficient for carbon
steel
is
8e-6 per °F, so a 30 ft pipe heated 300°F expands about 0.85
inch
in
length. The
roof and support frame will stay relatively cool and dimensionally
stable under white paint and concentrator shadow. Since
the receiver pipes are fixed at the plant, the supports at the opposite
end of the collector field should allow the pipe to slide in the axial
direction but hold in the lateral direction. This prevent lateral
stresses on the receiver joints. This lateral tension on the pipe
might call for a roller support but the pipe might need
tighter support to dampen turbulence vibration (see Structural
Support). With lateral bracing on the pipe supports, the
wide-radius pipe connectors bend to absorb their
own expansion. The
wide-radius connectors also
minimize turbulence, wear and noise by eliminating elbow joints.
Structural
Support
The solar collector field must
be
strong
enough to withstand wind, hail, snow accumulation and ice
formation.
A load of ice 3 inches deep, 8 inches wide, and 6 feet long
weighs (0.036 lbs/sqin) x 3 in. x 8 in. x 72 in. = 62 lbs. A load
of
snow 1 foot deep, 3 feet wide, and 6 feet long weighs (0.012
lbs/sqin) x 12 in. x 36 in. x 72 in. = 373 lbs. Structures in
high
snow areas are typically built to withstand a 1.5 to 2 feet deep snow
load (30 to 40 lbs/sq ft). See
Meteorological
Data.
The maximum length of a collector section is determined mostly
by the
strength of the
receiver materials. Heat
causes the steel receiver pipe
to lose some of its strength.
According to
Spirax
Sarco, for steam application, a small diameter steel pipe needs
support every six
feet. The
receiver's
glass tube/seal
stress ratings may further reduce
the
practical length of a collector section. However bellow seals may
relieve much tube/seal stress caused by pipe sag.
On
each end of the concentrator, a
horizontal
strut extends the concentrator width from corner to corner above the
receiver
pipe,
connecting to the hinge joint (around the receiver pipe) with a
U-clamp/sleeve.
This helps move the concentrator's center of gravity to the hinge
joint. A vertical strut
extends from the concentrator bottom to the U-clamp, forming a "T" with
the
horizontal strut
. These end struts must be high strength
for minimum thickness and shadow on the concentrator. Two long
struts each made of four stacked
1/4" U-channel rods extend along the long concentrator edges and attach
to the horizontal strut ends at the concentrator corners.
These channels may be filled with weights to help move the concentrator
center of gravity to the hinge joint.
The main support struts should be
very rigid to avoid transmitting wind
forces on the concentrators to the
receivers. The
receiver joint sleeves must
allow for receiver thermal
expansion, mainly in the axial
direction, but should also dampen or resist
fluid turbulence to prevent transmission
to the concentrators and roof frame (see Noise and
Vibration Control (pdf).
The sleeves should also have
low thermal conductivity to minimize abrupt temperature gradients along
the receiver pipe.
Steel rods with
circular cross section should be
used
for the collectors' main support struts, being the
strongest geometry against bending forces at multiple
angles. The main struts should be the minimum diameter to
minimize blockage of radiation on the concentrators. The main
struts must provide full stability to the concentrators along the axis
of the receiver pipe without any aid from the receiver pipe. They
are
unlikely to align with roof beams so a framework resting on the roof is
needed, probably wood.
Many
building codes call for buildings to withstand 50 year wind
events. Such events may produce ten times average wind
pressures on a building, or a
wind
pressure on a roof of 30 lbs/ft
2. Given a concentrator section 6 ft
long and 4 ft wide, the total wind force on the concentrator
and on each main support strut (one per concentrator), F
= 720 lbs. For a beam of length L, modulus of elasticity E, and
area moment of inertia I, the
elastic
deflection
D = FL
3
/ (3EI). Further given the main support
strut is made from a circular carbon steel rod, of diameter d = 1 in,
length L =
2 ft,
I
= πd
4/64 = 0.0031 in
4,
and
E
= 29e6 lbs/in
2, then D = 720 lbs x (24 in)
3
/ (3 x 29e6 lbs/in
2 x 0.0031 in
4)
= 2.3 in. This deflection puts far too much bending stress on the
receiver pipe. Shortening the effective strut length
through
reinforcement to 12 in. reduces the deflection to 0.29 in., which is
probably ok. The 1" diameter of such a solid steel rod
would make it very costly. The area moment of inertia for a
hollow pipe is comparable to the solid rod. However, the large
diameter also casts a shadow on the concentrators, so maybe a different
geometry is more effective.
The wind load on the concentrator is
unlikely to be as great in the axial direction (along the receiver
pipe) as it would be in the lateral direction. A pair of small
I-beams forming a
truss
(triangle) with the roof member is likely to provide the most lateral
strength for the amount of material and shadow. The area moment
of inertia of the I-beam cross-section may provide substantial strength
in the receiver-axial direction, while the tensile-compressive strength
of the truss provides the much greater strength needed in the lateral
direction. See
Structural
Mechanics.
For the
concentrator's structural strength, it's probably better to rely
mostly on a frame
instead of the reflecting
material. The frame
can be
1"x1" wood
strips. Wood
is available from municipal
trees and may be sawn with a portable
sawmill. Green
wood is more pliable
than dried wood
and can be
dried
after bending. To minimize splitting, strips
with grain runout should be avoided and the ratio of bend radius to
wood thickness should be from 12:1 to 16:1 depending on species and
grain. To make the strips pliable for bending, a long enclosure
is made to allow steam to circulate
around the strips before exiting through a small outlet. The
inlet connects the enclosure to a heated water kettle, allowing
condensate to drain back. Roughly 60 minutes of steaming is
required per inch thickness for average density species. The resulting heat and humidity from the
steamer should be kept in the room. Within seconds out of the steamer, a
strip is bent over a parabolic shaped form using a metal strap.
This strap can have handles on the ends and provide compression to the
ends of the strip to further reduce the risk of splitting. The form may be made of metal rods the length of
a concentrator section and also serve as the section assembly
form. The wood may be dried
to 8% moisture in several weeks in a solar kiln.
There is usually a small amount of springback after the form is
removed, depending on
species and grain. This springback may be canceled with an
overbend built into the form figured after a trial bending and 24
hour cool down.
To protect wood components, a
penetrating finish such as raw linseed or tung oil may be used.
The oil
penetrates into the wood where it slows water absorption, thereby
slowing decay and swelling/shrinking that can lead to warping and
cracking.
A water repellent [
*|
*]
(pdf) is a penetrating finish that includes 10 to 20% paraffin wax in
the oil
to further slow water
absorption. In contrast to penetrating finishes, film-forming
finishes are prone to trapping moisture, accelerating wood decay.
The wood surface should be rough and the oil should
be heated to 80°F (but not higher) for better penetration.
The components may
be dipped or the oil painted on with a natural bristle brush. End
grains and areas subject to restricted airflow should be coated
liberally. Give the coat a week
to dry in a moderate temperature in the shade, then clean if dirty for
outer coat application. An outer coat may contain 50% pigment to
reflect radiation, reducing heat absorption, to help protect the
wood. This outer coat may
be sanded and reapplied on the five or ten year maintenance
schedule. Clean up
brushes and containers with soap and water. Cleaning the finish
with a soft bristle brush and mild soap and water, and a coat of wax
every couple of years is
probably good.
*
*
*
Wind on
Rooftops
When the wind encounters a flat-roofed structure, the wind
streamlines
are
elevated by the edges of the roof. Above the roof but below the
streamlines, a
vortex
is created that presents an uplifting force on the roof. If the
streamlines remain elevated across the roof, the turbulent vortex below
is
relatively mild and uniform across the roof. But if the
streamlines drop down in the middle of the roof, then the smaller
isolated vortex near the windward edge
exerts a much more intense (2x to 4x) local uplift, especially at the
corners. This uplift
may stress
sections of the solar collector field. The much greater
turbulence of this vortex
may increase heat loss from the receiver pipe. Wind
can
also carry sand and
grit that scratches the receiver glass and the much greater
turbulence only makes it worst. The
parapet height may
be calculated, based in the structure dimensions, to ensure that the
wind streamlines remain elevated across the roof instead of dropping
down after clearing the
parapet. And the collector field may also be kept away from the
roof edges to
minimize uplift stress if space permits. Wind data may be
found
here.
Wind
Pressures and Suctions on Roofs
Design/Modeling
Worksheet
Eventually include all of the STC's systems.
Worksheet in Gnumeric
XML-based spreadsheet
format.
QUANTITY |
SYMBOL |
UNITS |
FORMULA |
|
|
|
|
exo-atmo solar irradiance |
Eo |
W/m² |
1380 |
collector altitude |
Ac |
m |
|
altitudinal pressure ratio |
Rap |
|
10^(5-Ac/15500)/10^5 |
air mass number |
m |
|
Rap/sind (Tsa) |
clear-sky atmo transmittance |
Tack |
|
0.7 |
atmospheric transmittance |
Ta |
|
Tack^m |
direct solar irrad sun-norm |
Irsn |
W/m² |
Eo* Ta |
direct solar irrad earth-norm |
Iren |
W/m² |
Eo * sind (Tsa) * Ta |
diffuse solar irrad earth-norm |
Ifen |
W/m² |
Eo * sind (Tsa) * 0.3 * (1 - Ta) |
total solar irrad earth-norm |
Iten |
W/m² |
Iren + Ifen |
|
|
|
|
collector latitude |
Lc |
degrees |
s pole -90, eq 0, n pole +90 |
|
|
|
|
field area |
Af |
ft² |
|
trough radius |
Rt |
ft |
|
trough width |
Wt |
ft |
|
row length |
Lr |
ft |
|
number rows |
Nr |
|
|
row spacing |
Sr |
ft |
|
row overlap angle |
Tro |
degrees |
asind(Wt / Sr) |
|
|
|
|
insolation-day aperture |
Aid |
|
2 / pi() |
sunset angle |
Ts |
degrees |
acosd(-(sind(Lc)*sind(Td))/(cosd(Lc)*cosd(Td))) |
hours of collection |
Hc |
hours |
2*Ts/15 |
sunset |
Ht |
hours |
12+Ts/15 |
sunrise |
Hr |
hours |
Ht-Hc |
day of year |
day |
|
|
declination angle |
Td |
degrees |
-23.45 * cosd ( 360 * (day+10)/365 ) |
hour of day |
hour |
|
|
hour angle |
Th |
degrees |
15*(12-hour) |
solar altitude angle |
Tsa |
degrees |
asind(sind(Lc)*sind(Td)+cosd(Lc)*cosd(Td)*cosd(Th)) |
solar azimuth angle |
Tsz |
degrees |
asind(-cosd(Td)*sind(Th)/cosd(Tsa));
if(cosd(Th)>=tand(Td)/tand(Lc)) Tsz=pi()-Tsz;
else if(Tsz<0) Tsz=pi()+Tsz; |
solar nz altitude angle |
Tnz |
degrees |
asind(sind(Tsa)/sqrt(pow(cosd(Tsa)*cosd(Tsz),2)+pow(sind(Tsa),2))) |
solar ez altitude angle |
Tez |
degrees |
asind(sind(Tsa)/sqrt(pow(cosd(Tsa)*sind(Tsz),2)+pow(sind(Tsa),2))) |
|
|
|
|
sq. feet to sq. meters |
fstoms |
|
0.09290304 |
end loss correction |
Cel |
|
abs(Rt / tand(Tez)) |
field energy rate above Tro |
Efa |
W |
Irsn * fstoms * (Lr - Cel) * sin(Tez) * Nr * Wt |
field energy rate below Tro |
Efb |
W |
Irsn * fstoms * (Lr - Cel) * sin(Tez) * (Nr+1) * Sr * sin(Tsa) |
model day radiation |
Id |
Wh |
moddayrad( day, Ac, Lc, Nr, Rt, Wt, Lr, Sr) |
|
|
|
=moddayrad(358,20,32,4,2,4,48,7) |
Day
Radiation Code Listing (see
worksheet
and
figure)
// moddayrad calculates the day radiation (Wh) using the sun-normal direct radiation
// component of the Campbell and Norman model for atmospheric transmission for a given
// day of year, altitude Ac (m), latitude Lc (deg), number of parabolic trough rows Nr,
// trough radius Rt (ft), trough width Wt (ft), row length Lr (ft) and row spacing Sr (ft).
//
// the functions are added into /usr/src/rpm/SOURCES/gnumeric-0.67/src/functions/fn-math.c
// and compiled into gnumeric, the build instructions are in the file above the functions
//
// to use the functions in gnumeric, first click on the cell with the fucntion,
// then remove the apostrophe from the start of the string, and press return
// the returned value should be in the cell, also data is printed to stdio
static float
moddayrad (float day, float Ac, float Lcd, float Nr, float Rt, float Wt, float Lr, float Sr)
{
float i, j=0, sum=0.0;
float Lc= Lcd*M_PI/180;
float Tro= asin(Wt/Sr);
float Td= -23.45*cos(2*M_PI*(day+10)/365)*M_PI/180;
float Ts= acos(-(sin(Lc)*sin(Td))/(cos(Lc)*cos(Td)));
float sunset= 12+(Ts/15)*(180/M_PI);
float Hc= 2*(Ts/15)*(180/M_PI);
float sunrise= sunset-Hc;
float fstoms =0.09290304; //ft^2 to m^2
float hrfrac=2048;
for(i=1;i<Hc*hrfrac-1;i+=1) {
float hour=sunrise+i/hrfrac;
float Th=(15*(12-hour))*M_PI/180;
float Tsa=asin(sin(Lc)*sin(Td)+cos(Lc)*cos(Td)*cos(Th));
float Eo=1380; // W/m^2
float Rap=pow(10,(5-Ac/15500))/100000;
float Ta=pow(0.7,Rap/sin(Tsa));
float Cel,Tez,Tnz,Tsz=asin(-cos(Td)*sin(Th)/cos(Tsa));
if(cos(Th)>=tan(Td)/tan(Lc)) Tsz=M_PI-Tsz;
else if(Tsz<0) Tsz=M_PI+Tsz;
Tnz=asin(sin(Tsa)/sqrt(pow(cos(Tsa)*cos(Tsz),2)+pow(sin(Tsa),2)));
Tez=asin(sin(Tsa)/sqrt(pow(cos(Tsa)*sin(Tsz),2)+pow(sin(Tsa),2)));
Cel=abs(Rt / tan(Tez));
if(Tnz>Tro) sum += Eo * Ta * fstoms * (Lr - Cel) * sin(Tez) * Nr * Wt;
else sum += Eo * Ta * fstoms * (Lr - Cel) * sin(Tez) * (Wt+ (Nr-1)*Sr*sin(Tnz));
}
return sum / hrfrac;
}
Circumference
of Parabola
The circumference c (or
length) of a
function y = f(x) in the x-y
plane equals the integral,
between the two relevant bounding values of x, of the hypotenuse of the right
triangle formed by increments of x
and y = f(x).
The hypotenuse dh =
sqrt( dx² + dy² )
but another form is sqrt( 1 +
dy²/dx² ) = sqrt( 1 + f'(x)² ).
Given the function for the parabola: y
= x²/4r - r, and y' = x/2r,
then dh = sqrt( 1 + x²/4r² )
and c = 2 * integral[0:w/2] sqrt( 1 + x²/4r² )
dx.
Substituting u = x/2r,
c = 4r * integral[0:w/4r] sqrt( 1 + u² )
du
and from
integral
tables,
c = 4r * { u/2 * sqrt(1+u²) + 1/2 * ln(u + sqrt(1+u²)) } [0:w/4r]
= 4r * { w/8r
* sqrt(1+(w/4r)²) + 1/2 * ln(w/4r
+ sqrt(1+(w/4r)²)) }
= w/2
* sqrt(1+(w/4r)²) + 2r * ln(w/4r
+ sqrt(1+(w/4r)²)).
Solar Aperture Area
Illustration
Updated: FILEDATE
Copyright (c) 2005-2009
Robert Drury
Permission is granted to
copy, distribute and/or modify this document
under the terms of the GNU Free Documentation License, Version 1.2
or any later version published by the Free Software Foundation;
with no Invariant Sections, no Front-Cover Texts, and no Back-Cover
Texts.
See "GNU
Free Documentation License".
Disclaimer: This information may contain inaccuracies and is
provided
without warranty. Safety first when working with high
temperatures,
pressures, potentials, speeds, energies, various
tools and materials.