The present invention relates to mounting systems. More particularly, the present invention relates to systems and methods for mounting solar energy capture systems to an outdoor surface.
Solar energy capture systems, such as photovoltaic (PV) arrays, can be used to convert solar energy into electricity. For ease of manufacturing and assembly, these solar energy capture systems typically include framed modular solar panels. While the processes of solar-based electrical generation and conversion have undergone many innovative changes, the techniques for mounting the solar panels have not been as well understood or studied.
In most installations, the solar panels are mounted in a “tilted” configuration in order to capture more solar radiation, i.e., the solar panels are better aligned with the solar angle of incidence. In mounting these tilted solar panels, the cause and effect of loads on the mounting surface must be understood and resolved, and these loads include standing loads and variable loads, also commonly called dead loads and live loads, respectively.
Standing loads are the result of the combined weight of the solar panels and the mounting system. These standing loads are predictable and hence easier to accommodate for during the installation of solar panels and mounting system.
Variable loads on tilted solar panels are mainly caused by environmental conditions, such as wind, rain, snow, hail, etc. Other potential environmental hazards include seismic events, temperature extremes, debris, and mold. In order to be able to reliably predict and accommodate variable loads, these environmental problems have to be understood and resolved, the most common and problematic being wind-induced forces (including hurricanes and tornadoes), namely lift and drag forces generated by the wind conditions. A variety of mounting systems which are commercially available for mounting solar panels attempt to address the wind-induced forces. Most of these mounting systems can be divided into several general categories: non-tilted solar panels, enclosed tilted solar panels, and tilted solar panels with wind deflectors attached to every row.
U.S. Pat. No. 5,746,839 (Dinwoodie) and U.S. Pat. No. 6,570,084 (Dinwoodie), are examples of implementations involving non-tilted solar panels. While non-tilted solar panels do present a lower profile with respect to the wind forces, they are less efficient at converting solar energy to electrical energy when installed at locations with higher latitudes. Another disadvantage of a non-tilted system is the accumulation of dirt, dust, debris and snow on top of the solar panels which can further reduce the conversion efficiency of these solar panels.
Moulder et al., U.S. Patent application 2004/0128923, discloses an example of an enclosed tilted solar panel system. While such a design offers advantages such as improved rigidity, less debris accumulation, and better protection of electrical components, an enclosed solar panel system unnecessarily increases the cost and weight of the system, is likely to increase wind-induced drag forces and also significantly reduces beneficial cooling from natural airflow.
In U.S. Pat. No. 6,063,996 (Takada), U.S. Pat. No. 6,809,251 (Dinwoodie) and U.S. Application 2004/0250491 (Diaz et al.), deflectors are installed on the north-facing back of every panel in order to reduce the wind-induced uplift forces, when installed in the northern hemisphere. Disadvantages of such systems include significantly increased cost and weight of the installed system. In addition, reduced cooling of the solar panels can also significantly reduce the solar conversion efficiency of the system.
In sum, the solar panel mounting systems described above all have significant disadvantages such as increased cost, increased weight, increased drag and propensity for reduced energy conversion efficiency. Hence there is a need for an improved system for mounting solar panels that is superior to these approaches while mitigating these drawbacks.
To achieve the foregoing and in accordance with the present invention, a solar array integration system (AIS) and methods for mounting solar energy capture devices are provided. Such systems are useful for applications such as mounting photovoltaic (PV) modules to a suitable surface such as a rooftop.
In one embodiment, the AIS includes a first row of tilted solar modules, a center spoiler coupled to the first row of tilted solar modules, the center spoiler is configured to deflect frontal airflow over the first row of tilted solar modules, and a second row of tilted solar modules, the second row of tilted solar modules being coupled to each other by an aerodynamic spar. The aerodynamic spar includes a deflector configured to deflect frontal airflow over the second row of tilted solar modules. The deflector may include a wedge-shaped profile. In some embodiments, the first row of solar modules is higher than the second row of solar modules.
AIS can also include a third row of tilted solar modules, with an end spoiler coupled to the third row of tilted solar modules, and wherein the end spoiler is configured to deflect side airflow over the third row of tilted solar modules. Baffles can be added to one or more subsequent rows of solar modules to deflect side airflow away from the bottom of the subsequent rows.
Note that the various features of the present invention described above can be practiced alone or in combination. These and other features of the present invention will be described in more detail below in the detailed description of the invention and in conjunction with the following figures.
The present invention is illustrated by way of example, and not by way of limitation, in the figures of the accompanying drawings and in which like reference numerals refer to similar elements and in which:
The present invention will now be described in detail with reference to a few preferred embodiments thereof as illustrated in the accompanying drawings. In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention. It will be apparent, however, to one skilled in the art, that the present invention may be practiced without some or all of these specific details. In other instances, well known process steps and/or structures have not been described in detail in order to not unnecessarily obscure the present invention. The features and advantages of the present invention may be better understood with reference to the drawings and discussions that follow.
To facilitate discussion,
AIS 100 can be installed to a suitable substantially flat outdoor surface such as a building rooftop or on the ground. In addition, “solar panel” and “solar module” are used interchangeably to describe a modular solar energy capture device, such as a photovoltaic (PV) module. PV modules are typically manufactured with aluminum frames which provide protection to the PV cells, structural integrity and mounting capability. In the following discussion of the present invention, AIS 100 is described in the context of a northern hemispheric installation with the solar panels tilted toward the south.
Assembly of the Solar Array Integration System (AIS)
Referring to
In some ballasted embodiments as illustrated by rows 110, 120 of
In some bolted embodiments as illustrated in
In
Referring also to
Referring now to
In one embodiment as illustrated by
Enhancing the Structural Integrity and Utility of AIS
As discussed above, the combination of modular lightweight AIS components all contribute to the enhancement of the structural integrity of AIS 100 while minimizing the standing loads on the underlying mounting surface, typically a suitable substantially-level surface such as the roof of a building or an otherwise unused open space such as a covered parking garage.
Tilt bracket bases adjust AIS weight distributions and interface to the underlying surface. Tilt bracket bases provide seismic resistant mechanical anchoring as well as the field application of adhesives for increased seismic resistance as shown in
As discussed above, tilt brackets are coupled to each other by longitudinal links, e.g., tilt brackets 200a, 400b are coupled together by link 430. Using links to interconnect tilt brackets, and incorporating oversized holes, e.g. slotted or elongated holes, in either the tilt brackets or links or both (see
As shown in
Referring to
In one embodiment, the building block of AIS 100 is a solar panel assembly (as defined in IEEE 928) comprising four PV modules, e.g., module 110a, 110b, 110c, 110d, that are fastened to lower and upper spars 530a, 530b. IEEE 928 a Standard published by the Institute of Electrical and Electronics Engineer, titled “Recommended Criteria for Terrestrial Photovoltaic Power Systems” available from the IEEE Standards Association at website http://standards.ieee.org.
Depending on the specific installation needs, spars may be continuous—of single-piece construction—or multi-piece over the span of the spar. The spars of these four-module assemblies can also be coupled to each other by longitudinal links thereby forming larger assemblies. In some embodiments, spars may incorporate a cooling circuit channel, enabling module heat removal and thereby further increase photovoltaic generator efficiency.
To enable best use of available space of the underlying surface, two or more PV module assemblies are possible, e.g., for use in locations that are proximate to roof-mounted equipment or to roof penetrations. Certain AIS interface components can be shared by successive rows. The isometric drawing of
Referring to
Hence, the use of AIS corrosion-resistant modular components of the present invention advantageously provides structural integrity with minimal standing loads, rapid installation, ease of maintenance, modifications and/or removal if required.
Improving Resistance to Wind-Induced Forces
In accordance with the solar array integration system (AIS) 100 of the present invention, the combination of the AIS components, including spoilers, aerodynamic spars, spacing between solar panels, and layout of the AIS rows all contribute to improving wind resistance. Resistance to wind is substantially increased by the use of these AIS components which are designed to reduce aerodynamic lift and drag resulting from wind-induced forces. In a typical installation, which can be a substantially flat rooftop of a suitable building, wind resistance can be further increased by controlling the placement and alignment of the components of AIS 100 within the available space on the rooftop.
Wind resistance of AIS 100 can be improved by controlling the placement, alignment and dimensions of the AIS components, including the ratio of row separation to row height over the roof surface, in combination with deployment of flow dispersive and momentum sinking aerodynamic enhancements within the array and on the array perimeter of AIS 100. This AIS arrangement induces displacement of wind flow over rather than through AIS 100.
In some embodiments, portions of tilt bracket walls and base incorporate a plurality of V-shaped grooves in the along-wind (north-south) direction to dissipate turbulence and to reduce drag.
Shock-absorbing wind snubbers (not shown) can be added to AIS 100 attenuate and damp the effects of both sustained wind loading and occasional higher energy gusts. Wind snubbers can be used in lieu of or in conjunction with spacer blocks and have the effect of damped torsional springs fastened between span-oriented modules.
The contour of spoiler 115b is a tradeoff between minimizing the lift, drag, and surface area (cost and weight). For example, allowing some airflow underneath the tubular lower edge of spoiler 115b close to the underlying surface may be beneficial in minimizing drag without substantially increasing lift.
The combination of spoiler 115b coupled to the first row 110 and upper spar 830b coupled to second row 120 prevents the reattachment of the air flow (from the wind), and results in the formation of a dissipating vortex in front of PV module 820b. As shown in
In one embodiment, for the northern-most row of PV modules, row 110, the row length to row height ratio should preferably not be less than 25:1. The AIS row separation, e.g., between rows 110 and 120, to row height ratio should preferably be set to not less than 1:1. Row separation is the gap between the front of a row and the back of the next row. In addition, the height of row 110 should be equal to or higher than the height of the other rows in AIS 100, after accounting for the effect of roof crown and pitch relative to a given array or if applicable, in respect to the entire array field.
Referring to FIGS. 1 and 8A-8D, the one-module deep perimeter of AIS 100 is configured to displace flow and to sink wind momentum by the following arrangement. For example, in row 110, rigid spoilers 115a, 115b, 115d are coupled to upper spar 530b, and rigid spoilers 115d, 115f, 115h are coupled to an adjacent upper spar. The spoilers of row 110, including spoilers 115a, 115b, 115d, 115f, 115h, are set to an angle α below the horizontal plane substantially equal to the module tilt angle setting α above the horizontal plane. Spoilers 115a, 115b, 115d, 115f, 115h blocks (sin α·L) or more of the vertical height over ground and preferably over 85% of the horizontal extent of row 110 where L equals the distance across the tilted module faces of the PV modules, e.g., module 110b. Rigid spoilers 115a, 115b, 115d, 115f, 115h can be fabricated from either solid or staggered pattern perforated aluminum or stainless steel sheet, and preferably with about 40% open area. As a result of these features, AIS 100 is resistant to wind displacement without the need for roof-penetrating anchors or the use of external ballast elements.
In some embodiments, for the northern-most row of AIS 100, i.e., row 110, thin cross-section flexible spoilers are affixed to the upper spars and set to an angle α below the horizontal plane equal to the module tilt angle α setting above the horizontal plane. These flexible spoilers block (sin α·L) or more of the vertical height over ground and preferable over 85% of the horizontal extent of the row. The flexible spoilers can be fabricated from thin aluminum or stainless steel sheet with a section thickness selected to deform in the along-wind direction under the design wind load with the effect thereby of sinking momentum while reducing form drag.
Referring now to
Referring to both
In some embodiments as shown in
As discussed above and illustrated the embodiment of
Referring to
In accordance with the present invention, spar 530b incorporates an integral flow-reattachment-prevention front deflector providing for continuous row-wise flow separation, countering the natural tendency toward flow reattachment thereby assuring continuous displacement, i.e., deflection, of the design air parcel to the volume above AIS 100. In doing so, vortexes are induced between PV module rows 110, 120, 130.
For example, as illustrated by Table A below, at latitudes up to about 40 degree north, AIS 100 can be installed using solar modules which are about thirty-nine inches (39″) wide and two inches thick. Row spacing is measured from the front of one row to the front of the next row. Row height is measured from the top of the PV module to the underlying surface, e.g., the surface of the roof.
In another example, as illustrated by Table B below, AIS 100 can be installed at locations with latitude up to about 40 degree north, using solar modules which are about thirty-one inches wide and two inches thick.
Spars, e.g., spar 530b, can be sized to length to create a cantilevered assembly of PV modules supported for load transfer near the quarter-points resulting in a structurally efficient assembly with a highly predictable response to aerodynamic loads. Spars incorporate features that enable attachment of fixed or flexible aerodynamic wind spoilers. Spars are provided in a structurally efficient form that enables transfer of wind loads (minimized by the AIS system architecture) through a load path utilizing moment connections to the rotator and tilt blocks that are in turn moment connected to the highly compliant tilt brackets.
The wedge shape of dovetail section 984 provides a complex edge into the air flow stream and shaves off the portion of the air parcel that would otherwise have a tendency to slide down the low pressure side of the PV module, e.g., module 820b, and cause the module to lift. Instead, section 984 advantageously causes this portion of the air parcel to spin off into the vortex between module 820b and module 110b described above.
In the free stream airflow zone directly above AIS 100, both accelerated shear flow and turbulent kinetic energy are present. The flow-reattachment-prevention front deflector of spar 530b takes the form of a continuous anti-lift angled wedge that extends windward from the spar and into the free stream boundary. In this position, the anti-lift wedge has the effect of disrupting the flow stream and preventing flow attachment to any row thereby preventing consequent suctioning uplift force on the top surfaces of the modules. Accordingly, the wedge shape profile effectively increases the airflow deflecting capability of the front deflector for a given spar deflector depth.
In addition, the ribbed surface washboard section 988 induces shear stress in the air space between the vortex and the structure of module thereby reducing air coherence and driving the vortex scale down to a level at which the vortex energy can be dissipated as heat.
Many modifications of AIS 100 are possible within the scope of the present invention. For example, while the embodiment of AIS 100 described above is in a landscape orientation, other array configurations are possible, portrait orientation. Variable tilt angles and/or motorized tile brackets are also possible. It is also possible to incorporate the aerodynamic spar features directly into the frame of the solar modules.
Although a 10 degree (10°) tilt angle is used to describe one embodiment, other tilt angles are also possible. Accordingly, PV modules of AIS 100 can be at a pre-determined tilt angle from the horizontal (preferably from 5° to 20°) for orientation to the southern sky in the northern hemisphere (northern sky in the southern hemisphere). The tilt angular range is a tradeoff between wind resistance, solar gain (efficiency of energy conversion) and the capability for self-draining during rain or rinse-off, cooling etc, trapping of debris underneath the array and ease of debris removal. It is also possible to combine different tilt angles for different rows of AIS 100. For example, northern-most row 110 may be tilted at 15 degrees, while rows 120, 130, 140, 150, 160, 170 may be at tilted at 10 degrees.
While AIS 100 is described using one embodiment floating on friction pads, it is also possible to attach AIS 100 to the mounting surface using suitable fasteners such as bolts, or using a suitable adhesive. Alternatively, floating AIS 100 can be anchored to one or more ballast, or tethered to secure attachment points with cables and/or chains. Perimeter blocks can also be provided for additional containment of AIS 100.
The present invention can also be practiced with other techniques for reducing wind resistance. For example, it is possible to add wind deflectors around the edges of the building rooftop. In addition, “solar panel” includes a variety of modular solar energy capture and conversion devices, suitable for converting solar energy into electrical energy (as in the above described embodiment) or other forms of energy, such as heat energy.
While this invention has been described in terms of several preferred embodiments, there are alterations, modifications, permutations, and substitute equivalents, which fall within the scope of this invention. Although sub-section titles have been provided to aid in the description of the invention, these titles are merely illustrative and are not intended to limit the scope of the present invention.
It should also be noted that there are many alternative ways of implementing the methods and apparatuses of the present invention. It is therefore intended that the following appended claims be interpreted as including all such alterations, modifications, permutations, and substitute equivalents as fall within the true spirit and scope of the present invention.
Number | Name | Date | Kind |
---|---|---|---|
3988166 | Beam | Oct 1976 | A |
4204523 | Rothe | May 1980 | A |
4226256 | Hawley | Oct 1980 | A |
4269173 | Krueger et al. | May 1981 | A |
4336413 | Tourneux | Jun 1982 | A |
4371139 | Clark | Feb 1983 | A |
4389533 | Ames | Jun 1983 | A |
4476853 | Arbogast | Oct 1984 | A |
4611090 | Catella et al. | Sep 1986 | A |
4620771 | Dominguez | Nov 1986 | A |
4636577 | Peterpaul | Jan 1987 | A |
4649675 | Moldovan et al. | Mar 1987 | A |
4674244 | Francovitch | Jun 1987 | A |
4677248 | Lacey | Jun 1987 | A |
4718404 | Sadler | Jan 1988 | A |
4724010 | Okaniwa et al. | Feb 1988 | A |
4886554 | Woodring et al. | Dec 1989 | A |
4922264 | Fitzgerald et al. | May 1990 | A |
4936063 | Humphrey | Jun 1990 | A |
5112408 | Melchior et al. | May 1992 | A |
5125608 | McMaster et al. | Jun 1992 | A |
5142293 | Ross | Aug 1992 | A |
5164020 | Wagner et al. | Nov 1992 | A |
5228924 | Barker et al. | Jul 1993 | A |
5338369 | Rawlings | Aug 1994 | A |
5406936 | Hirai et al. | Apr 1995 | A |
5409549 | Mori | Apr 1995 | A |
5505788 | Dinwoodie | Apr 1996 | A |
5524401 | Ishikawa et al. | Jun 1996 | A |
5746839 | Dinwoodie | May 1998 | A |
6046399 | Kapner | Apr 2000 | A |
6063996 | Takada et al. | May 2000 | A |
6495750 | Dinwoodie | Dec 2002 | B1 |
6501013 | Dinwoodie | Dec 2002 | B1 |
6570084 | Dinwoodie | May 2003 | B2 |
6809251 | Dinwoodie | Oct 2004 | B2 |
RE38988 | Dinwoodie | Feb 2006 | E |
20040045595 | Makita et al. | Mar 2004 | A1 |
20040128923 | Moulder et al. | Jul 2004 | A1 |
20040250491 | Diaz et al. | Dec 2004 | A1 |
Number | Date | Country |
---|---|---|
2602814 | Aug 1977 | DE |
G7913751.2 | May 1979 | DE |
2758067 | Jul 1979 | DE |
2919901 | Nov 1980 | DE |
3926967 | Feb 1991 | DE |
3934485 | Apr 1991 | DE |
G9114555.4 | Feb 1992 | DE |
G9114556.2 | Feb 1992 | DE |
4232367 | May 1993 | DE |
29503315.0 | Feb 1995 | DE |
29719513 | Mar 1998 | DE |
29804621 | Sep 1998 | DE |
19811399 | Sep 1999 | DE |
19823356 | Nov 1999 | DE |
20008509 | Sep 2000 | DE |
20011063 | Oct 2000 | DE |
29724278 | Oct 2000 | DE |
20200672 | Jan 2002 | DE |
20120983 | May 2002 | DE |
20200672 | Jul 2002 | DE |
20218424 | Apr 2003 | DE |
69815162 | Dec 2003 | DE |
69815168 | Apr 2004 | DE |
202005003750 | Jun 2005 | DE |
29610516 | Sep 2006 | DE |
60032292 | Jul 2007 | DE |
102006026297 | Aug 2007 | DE |
0282826 | Dec 1991 | EP |
0489791 | Feb 1993 | EP |
0436572 | Nov 1995 | EP |
0531869 | Jan 1997 | EP |
0857926 | Aug 1998 | EP |
1071136 | Jan 2001 | EP |
1243717 | Sep 2002 | EP |
1243718 | Sep 2002 | EP |
1306907 | May 2003 | EP |
1376029 | Jan 2004 | EP |
0828034 | Nov 2005 | EP |
1788322 | May 2007 | EP |
1310747 | Jun 2007 | EP |
1061941 | Jan 2006 | ES |
1063823 | Oct 2006 | ES |
1065162 | Jun 2007 | ES |
WO9003663 | May 1990 | WO |
WO9400650 | Jan 1994 | WO |
WO9400650 | Jun 1994 | WO |
WO0216707 | Feb 2002 | WO |
WO02063219 | Aug 2002 | WO |
WO02073703 | Sep 2002 | WO |
WO03038910 | May 2003 | WO |
WO03083954 | Sep 2003 | WO |
WO2004063485 | Jul 2004 | WO |
WO2004066324 | Aug 2004 | WO |
WO2005020290 | Mar 2005 | WO |
WO2005059963 | Jun 2005 | WO |
WO2006116398 | Feb 2006 | WO |
WO2007135412 | Nov 2007 | WO |
WO2008022179 | Feb 2008 | WO |
WO2008022719 | Feb 2008 | WO |
Entry |
---|
Imamura et al., “Photovoltaic System Technology” 1992 European Handbook, pp. 340-366. |
Humm, et al., “Photovoltaik und Architektur Photovoltaics in Architecture” 1993, pp. 108-111. |
Stefanakos, “Driving With the Sun: PV Electric Vehicle Recharging Station”, 1993, pp. 15-16. |
“Ejemplo 7, 15, 21: Electrificacion Explotacion Ganadera” pp. 149, 157, 163. |
“Estructuras Soporte Para Paneles Fotovoltaicos” pp. 6/1-6/17. |
Avances técnicos, Comercial Cointra, S. S. pp. 7, 96, 97, 98. |
“Solar Energy in Architecture and Urban Planning” Third European conference on Architecture, May 1993, pp. 231-235 , 282-286. |
Gillett, et al. “Photovoltaic Demonstration Projects”, Commission of the European Communities, 1991 pp. 127-135, 190-197, 347-353. |
Michael R. Starr “Photovoltaic Power for Europe”, Solar Energy R&D in the European Community, Commission of the European Communities, 1983, pp. 31-37, 42-47. |
Buresch, “Photovoltiac Energy Systems Design and Installation”, McGraw-Hill Book Company, 1983, pp. 201-211. |
Commission of the European Communities, “First E.C. Conference on Solar Collectors in Architecture, Integration of Photovoltiac and Thermal Collectors in New and Old building Structures” Proceedings of the International Conference held at Venice, Italy, Mar. 1983, pp. 20-28 and pp. 108-120. |
Russell “An Apprentice's Guide to Photovoltaics” Solar Age, 1981 pp. 32-36. |
“Phovoltiacs for Pumping Water” Solar Age, 1984 pp. 64. |
Schaefer, “What We Know About Rooftop Electricity” Solar Age, 1984 pp. 19-26. |
Weissman, “Photovoltaics for Utilities: Commercialization Through Collaboration” Solar Today pp. 31-33. |
Soderberg, “Living Beyond the Top of the World” Solar Age, 1992, pp. 11-13. |
Wolfe, “A Sunpowered Dream House” Solar Age, 1983, pp. 17-20. |
“Today's Outstanding Photovoltaic Projects”, Solar Age, Jun. 1985, pp. 40-45. |
Vorwort, et al. “Photovoltaik und Architektur Photovoltaics in Architecture” 1993, pp. 108-111. |
J. Chadjivassiliadis, et al. “Phovoltaic Demonstration Projects”, Commission of the European Communities, 1991, pp. 127. |
“Ilectrification Explotacion Ganadera”, Comercial Cointra, S.A. pp. 149, 147, 163, 6-17. |
Russell, et al. “PV Array Designs for Flat-Roof Buildings” IEEE, 1993 pp. 1129-1133. |
Sick, et al. “Photovoltaics in Buildings, a Design Handbook for Architects and Engineers”, “Fraunhofer Institute for Solar Energy Systems ISE” pp. 143-144. |
Strong, et al. “The Solar Electric House, A Design Manual for Home-Scale Photovoltaic Power Systems”, Rodale Press 1987, pp. 225-234. |
Joel Davidson, The New Solar Electric Home the Photovoltaics How-To-Handbook, 1987, aatec publications, pp. 138-152. |
“Photovoltaics for Pumping Water, The Art & Science of Energy Remodeling Comparing Passive Water Heaters Wind Energy's Tough Dreamers”, Solor Age, 1984, pp. |
Emile, et al. “Brevet D'Invention”, Ministère de la Production Endustrielle et du Travail. |
“Report of Novelty Search,” by Patentec, dated May 23, 2005. |
Aubert, B. “Autonomous Photovoltaic Supply (20 k Wp) of The Kaw Mountain Relay Transmitter Center”, Photovoltaic Demonstration Projects, Commission of the European Communities, 1991, pp, 347-353. |
Chadjivassiliadis, J., et al. “Antikythira Solar Photovoltaic Power Plant”, Photovoltaic Demonstration Projects, Commission of the European Communities, 1991, pp, 127-135. |
“Electrification Explotacion Ganadera”, Comercial Cointra, S.A. pp. 149, 157, 163. |
Iliceto, et al. “Solar Energy Electrification of Isolated Dwellings Located at Ginostra (Stromboli Island)”, Photovoltaic Demonstration Projects, Commission of the European Communities, 1991, pp, 190-197. |
“PV Array Racks”, Solar Age, Feb. 1984, pp. 64. |
Russell, M. “An Apprentice's Guide to Photovoltaics”, Solar Age, 1981, pp. 32-36. |
“Today's Outstanding Photovoltaic Projects”, Solar Age, Jun. 1985, pp-40-45. |
Wolfe, M. “A Sunpowered Dream House” Solar Age, Dec. 1983, pp. 17-20. |