Standard Practice for Determining Resistance of Solar Collector Covers to Hail by Impact With Propelled Ice Balls

SIGNIFICANCE AND USE
In many geographic areas there is concern about the effect of falling hail upon solar collector covers. This practice may be used to determine the ability of flat-plate solar collector covers to withstand the impact forces of hailstones. In this practice, the ability of a solar collector cover plate to withstand hail impact is related to its tested ability to withstand impact from ice balls. The effects of the impact on the material are highly variable and dependent upon the material.
This practice describes a standard procedure for mounting the test specimen, conducting the impact test, and reporting the effects.
The procedures for mounting cover plate materials and collectors are provided to ensure that they are tested in a configuration that relates to their use in a solar collector.
The corner locations of the four impacts are chosen to represent vulnerable sites on the cover plate. Impacts near corner supports are more critical than impacts elsewhere. Only a single impact is specified at each of the impact locations. For test control purposes, multiple impacts in a single location are not permitted because a subcritical impact may still cause damage that would alter the response to subsequent impacts.
Resultant velocity is used to simulate the velocity that may be reached by hail accompanied by wind. The resultant velocity used in this practice is determined by vector addition of a 20 m/s (45 mph) horizontal velocity to the vertical terminal velocity.
Ice balls are used in this practice to simulate hailstones because natural hailstones are not readily available to use, and ice balls closely approximate hailstones. However, no direct relationship has been established between the effect of impact of ice balls and hailstones. Hailstones are highly variable in properties such as shape, density, and frangibility. These properties affect factors such as the kinetic energy delivered to the cover plate, the period during which energy is delivered, and the are...
SCOPE
1.1 This practice covers a procedure for determining the ability of cover plates for flat-plate solar collectors to withstand impact forces of falling hail. Propelled ice balls are used to simulate falling hailstones. This practice is not intended to apply to photovoltaic cells or arrays.
1.2 This practice defines two types of test specimens, describes methods for mounting specimens, specifies impact locations on each test specimen, provides an equation for determining the velocity of any size ice ball, provides a method for impacting the test specimens with ice balls, and specifies parameters that must be recorded and reported.
1.3 This practice does not establish pass or fail levels. The determination of acceptable or unacceptable levels of ice-ball impact resistance is beyond the scope of this practice.
1.4 The size of ice ball to be used in conducting this test is not specified in this practice. This practice can be used with various sizes of ice balls.
1.5 The categories of solar collector cover plate materials to which this practice may be applied cover the range of:
1.5.1 Brittle sheet, such as glass,
1.5.2 Semirigid sheet, such as plastic, and
1.5.3 Flexible membrane, such as plastic film.
1.6 Solar collector cover materials should be tested as:
1.6.1 Part of an assembled collector (Type 1 specimen), or
1.6.2 Mounted on a separate test frame cover plate holder (Type 2 specimen).
1.7 The values stated in SI units are to be regarded as the standard. The values given in parentheses are for information only.  
1.8 This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

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Historical
Publication Date
31-Mar-2009
Current Stage
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ASTM E822-92(2009) - Standard Practice for Determining Resistance of Solar Collector Covers to Hail by Impact With Propelled Ice Balls
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NOTICE: This standard has either been superseded and replaced by a new version or withdrawn.
Contact ASTM International (www.astm.org) for the latest information
Designation: E822 − 92(Reapproved 2009)
Standard Practice for
Determining Resistance of Solar Collector Covers to Hail by
Impact With Propelled Ice Balls
This standard is issued under the fixed designation E822; the number immediately following the designation indicates the year of
original adoption or, in the case of revision, the year of last revision.Anumber in parentheses indicates the year of last reapproval.A
superscript epsilon (´) indicates an editorial change since the last revision or reapproval.
This standard has been approved for use by agencies of the U.S. Department of Defense.
1. Scope responsibility of the user of this standard to establish appro-
priate safety and health practices and determine the applica-
1.1 This practice covers a procedure for determining the
bility of regulatory limitations prior to use.
abilityofcoverplatesforflat-platesolarcollectorstowithstand
impact forces of falling hail. Propelled ice balls are used to
2. Significance and Use
simulate falling hailstones. This practice is not intended to
2.1 In many geographic areas there is concern about the
apply to photovoltaic cells or arrays.
effect of falling hail upon solar collector covers. This practice
1.2 This practice defines two types of test specimens,
maybeusedtodeterminetheabilityofflat-platesolarcollector
describes methods for mounting specimens, specifies impact
covers to withstand the impact forces of hailstones. In this
locations on each test specimen, provides an equation for
practice,theabilityofasolarcollectorcoverplatetowithstand
determiningthevelocityofanysizeiceball,providesamethod
hail impact is related to its tested ability to withstand impact
for impacting the test specimens with ice balls, and specifies
from ice balls. The effects of the impact on the material are
parameters that must be recorded and reported.
highly variable and dependent upon the material.
1.3 This practice does not establish pass or fail levels. The
2.2 This practice describes a standard procedure for mount-
determination of acceptable or unacceptable levels of ice-ball
ingthetestspecimen,conductingtheimpacttest,andreporting
impact resistance is beyond the scope of this practice.
the effects.
1.4 The size of ice ball to be used in conducting this test is 2.2.1 The procedures for mounting cover plate materials
not specified in this practice. This practice can be used with and collectors are provided to ensure that they are tested in a
various sizes of ice balls. configuration that relates to their use in a solar collector.
2.2.2 The corner locations of the four impacts are chosen to
1.5 Thecategoriesofsolarcollectorcoverplatematerialsto
represent vulnerable sites on the cover plate. Impacts near
which this practice may be applied cover the range of:
corner supports are more critical than impacts elsewhere. Only
1.5.1 Brittle sheet, such as glass,
asingleimpactisspecifiedateachoftheimpactlocations.For
1.5.2 Semirigid sheet, such as plastic, and
test control purposes, multiple impacts in a single location are
1.5.3 Flexible membrane, such as plastic film.
not permitted because a subcritical impact may still cause
1.6 Solar collector cover materials should be tested as:
damage that would alter the response to subsequent impacts.
1.6.1 Part of an assembled collector (Type 1 specimen), or
2.2.3 Resultant velocity is used to simulate the velocity that
1.6.2 Mounted on a separate test frame cover plate holder
may be reached by hail accompanied by wind. The resultant
(Type 2 specimen).
velocity used in this practice is determined by vector addition
1.7 The values stated in SI units are to be regarded as the ofa20m/s(45mph)horizontalvelocitytotheverticalterminal
standard. The values given in parentheses are for information velocity.
2.2.4 Iceballsareusedinthispracticetosimulatehailstones
only.
because natural hailstones are not readily available to use, and
1.8 This standard does not purport to address all of the
ice balls closely approximate hailstones. However, no direct
safety concerns, if any, associated with its use. It is the
relationship has been established between the effect of impact
of ice balls and hailstones. Hailstones are highly variable in
properties such as shape, density, and frangibility. These
This practice is under the jurisdiction of ASTM Committee E44 on Solar,
properties affect factors such as the kinetic energy delivered to
GeothermalandOtherAlternativeEnergySourcesandisthedirectresponsibilityof
Subcommittee E44.05 on Solar Heating and Cooling Systems and Materials.
Current edition approved April 1, 2009. Published June 2009. Originally
approved in 1981. Last previous edition approved in 2003 as E822–92(2003). DOI: Gokhale, N. R., Hailstorms and Hailstone Growth, State University of New
10.1520/E0822-92R09. York Press, Albany, NY, 1975.
Copyright © ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959. United States
E822 − 92 (2009)
the cover plate, the period during which energy is delivered,
and the area over which the energy is distributed. Ice balls,
withadensity,frangibility,andterminalvelocityneartherange
ofhailstones,arethenearesthailstoneapproximationknownat
this time. Perhaps the major difference between ice balls and
hailstones is that hailstones are much more variable than ice
balls. However, ice balls can be uniformly and repeatedly
manufactured to ensure a projectile with known properties.
2.2.5 A wide range of observable effects may be produced
by impacting the various types of cover plate materials. The
effects may vary from no effect to total destruction. Some
changes in the cover material may be visible when there is no
apparent functional impairment of the cover plate material.All
effectsofeachimpactmustbedescribedinthereportsothatan
FIG. 1 Frame Dimensions and Location of Test Impact Points
estimate of their significance can be made.
2.3 Data generated using this practice may be used: (1)to
evaluate impact resistance of a single material or collector, (2)
3.2 Velocity Meter, for measuring the ice ball velocity with
to compare the impact resistance of several materials or
an accuracy of 62.0%.
collectors,(3)toprovideacommonbasisforselectionofcover
3.3 Test Base—A structurally rigid support for mounting a
materials or collectors for use in various geographic areas, or
complete solar collector panel (Type 1 specimen), or for
(4) to evaluate changes in impact resistance due to environ-
mounting a solar collector cover plate material (Type 2
mental factors such as weather.
specimen) set in the cover holder.
2.4 Thispracticedoesnotstatethesize(s)oficeball(s)tobe
3.4 CoverHolder—Arigidedgingframe(seeFig.1andFig.
usedinmakingtheimpact.Eitherthepersonrequestingthetest
2) designed to hold an approximately 860 by 1930-mm (34 by
or the person performing the test must determine ice ball size
76-in.) cover plate.
to be used in the testing. Choice of ice ball size may relate to
NOTE 2—Hardwood, such as oak, birch, maple, or hickory, is manda-
the intent of the testing.
tory if wood is used for the cover holder.
2.4.1 If the testing is being performed to evaluate impact
NOTE 3—Corner straps, as shown in Fig. 3 and Fig. 4, have been found
resistance of a single material or collector, or several materials
useful to ensure the cover holder is rigid.
orcollectors,itmaybedesirabletorepeatthetestusingseveral
3.5 Molds, for casting spherical crack-free ice balls of
sizesoficeballs.Inthis manner the different effectsofvarious
appropriate diameter.
sizes of ice balls may be determined.
2.4.2 The size and frequency of hail varies significantly
NOTE 4—Molds made from room-temperature vulcanizing rubber and
expanded polystyrene have been found suitable.
among various geographic areas. If testing is being performed
toevaluatematerialsorcollectorsintendedforuseinaspecific
3.6 Freezer—Adevice controlled at−12 6 5°C (106 9°F)
geographicarea,theiceballsizeshouldcorrespondtothelevel
for making and storing ice balls.
of hail impact resistance required for that area. Information on
hail size and frequency may be available from local historical 4. Test Specimen
weather records or may be determined from the publications
4.1 Type 1—The test specimen shall consist of a complete
listed in Appendix X1.
glazing assembly or a complete solar collector panel with
2.5 The hail impact resistance of materials may change as
necessary mounting brackets or fixtures.
the materials are exposed to various environmental factors.
4.2 Type 2—The test specimen shall consist of a section of
This practice may be used to generate data to evaluate
solar collector cover plate material mounted in the cover
degradation by comparison of hail impact resistance data
holder.
measured before and after exposure to such aging.
3. Apparatus
3.1 Launcher—A mechanism capable of propelling a se-
lected ice ball at the corresponding resultant velocity. The
aimingaccuracyofthelaunchermustbesufficienttopropelthe
ice ball to strike the cover plate within 25 mm (61 in.) ofthe
specified impact points. See Fig. 1.
NOTE 1—A launcher that has proven suitable uses a compressed air
supply, an accumulator tank, a large-diameter quick-opening valve and
interchangeable barrels to accommodate the sizes of ice balls to be used.
Barrels should be made from materials with low thermal conductivity to
reducemeltingoftheiceball.Barrelsshouldbesizedsuchthattheiceball
remains intact during loading and launching. FIG. 2 Cover Holder, Empty (Section A-A of Fig. 1)
E822 − 92 (2009)
fixtures,orboth.Donotobstructthespecifiedimpactpointsby
the mounting fixtures.
5.2 Type 2—Securethetestspecimeninthecoverholder,as
shown in Fig. 2 and Fig. 5, and mount the cover holder (with
the cover), on a suitable test base. Provide sufficient clearance
on the side opposite the impact surface to permit unobstructed
deflection of the cover material.
5.2.1 Lay brittle sheet cover materials, approximately 860
by 1930 mm (34 by 76 in.), on the elastomeric gasket (TypeA
durometer rating 30 to 50) of one member of the cover holder.
Put the shim in place. Lay the other member of the cover
NOTE1—Slotcornerasindicatedtofitsteelcornerstraps.Strapsshould
holder on top. Tighten the bolts or C-clamp screws until the
be flush with surface.
elastomericgasketsarecompressedandtheshimisfirmlyheld,
FIG. 3 Slots for Corner Straps of Cover Holder
asshowninFig.5.(Note5).Mountthespecimenfirmlyonthe
test base for testing.
NOTE 5—If the cover plate material will be damaged by the procedure
specified herein, the bolts or C-clamp screws should be tightened
sufficiently to hold the specimen in the frame, but not tightened to the
extent that permanent deformations are made in the cover plate material.
5.2.2 Clamp semirigid sheet (plastic) cover materials in the
cover holder in the same manner as brittle sheet cover
materials.
5.2.3 Flexible Membrane:
5.2.3.1 Mountthematerialinaccordancewiththemanufac-
turer’s recommendations on a suitable rigid subfram
...

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