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Method of measuring the significant characteristics of a snow cover

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NATIONAL RESEARCH COUNCIL OF CANADA

ASSOCIATE COMMITTEE ON SOIL AND SNOW MECHANICS

TECHNICAL memopセndum NOoS

METHOD OF MEASURING THE SIGNIFICANT CHARACTERISTICS OF A SNOW=COVER

ANALYZED

Go Jo Klein

A contribution from the Division of Mechanical Engineering NoR.Co, Ottawa, which is also distributed as

N.R.C. REPORT NOD mmセQYR

SUMMARY

Snow is a material the properties of which vary

consider-ably. The conditions and features of the snow which

deter-mine its properties are discussed and standardized methods and instruments for measuring these characteristics are

describedo The principal applications of the measurements

are: (a) snow-cover surveys for obtaining data on snow con-ditions in different localities and (b) performance trials of winter equipment in which it is desirable to define the

snow conditions that occur during the trialso The report

includes a snow nomenclature and general information on snow which may be helpful to observers.

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.

.

.

TABLE OF CONTENTS

INTRODUCTION . . 0 0 • • • • • • • • • • •

PURPOSE OF THE TESTS . . . .

BASIS ON セュich THE TESTS HAVE BEEN CHOSEN . . . . 0

INSTRUMENTS . • . . . e , • • • • • • • • • • • • •

GRAIN-FORM DENSI TY SCALE . 0 •

TEST PROCEDURE . . . .

GENERAL INSTRUCTIONS

GENERAL NOTES ON SNOW . . 0

NOMENCI.A TORE FOR SNOW CONCLUSION

APPENDIX I

FIGURES

1. Balance

2. Snow Sample Cutter (Soft sョPセI

30 Snow Sample Cutter (Hard Snow)

4. Snow Hardness Gauge (N.R.C. Type)

5. Magnifying gQ。ウウセ Graduated Cup and Spatula

6. Snow Penetrometer

7. Clinometer

8. Grain-Form Density Scale

9. Grain-Form Density Scale (cont'd)

10. Free セ。エ・イ Content Nomograms

Page Noo 3 4 5 9 13 14 20 22 28 34 35

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3

INTRODUCTION

10 In winter. snow presents a great number of problems

many of which are related to transportationo There are, for

example, the problems of snow clearance on highwaysJ railways

and airports, the performance of ッカ・イセウョッキ motor vehicles,

aircraft skis, loggine: sleighs end many miscellaneous snow

problemso There is also the problem of avalanche control

which has received so much attentJon in Switzerlando Such

problems are not new and yet it ls only in the last twenty

years that snow mechanics research has been taken seriouslyo

Al though snow is often regarded as 8. nui sance9 the sueces se s

that have resulted from snow research amply demonstrate that many of the undesirable effects of snow can be controlled or lessened considerablyo

20 The proper tie s of snow vary wid eLy , New snow i s 、ゥヲセ

ferent in many respects from old snow and the snow 」ッセセッョ to

temperate climates is again different from that usually found

in the Barrens, Experienced skiers are well aware of this

peculiarity of snow and have found that a fair number of ski waxes &re required to cope with the range of skiing qualities

of the many types of snow.. It is because snow properties vary

so widely that designers of winter equipment and observers of vehicle trials require a more complete description of a snow= cover than merely its total depth which is often the only information providedo

30 The solution for many snow problems may be found by

means of two separate lines of research which must be properly

correlated if they are to be effectiveo The first deals with

the properties of different types of snow and 'should be carried out in a well equipped laboratory where conditions are under

the control of the research workero The ウ・」ッョ、セ which is the

sUbject of this report. deals with the collection of snow=cover

data at a number of observation stations with a view to ・ウエ。「セ

lishing a reasonably reliable picture of the average and extreme

conditions which occur in different localitieso Over a period

of many years, the Meteorological Services of different count-ries have collected considerable data on the amount of snowfall

at a great many weather stationso In recent years5 hydrological

snow surveys have been conducted in many countries. usually in mountainous areas, for the purpose of predicting the amount of

spring run-off and its effect on irrigation and water-power

developmentso However. neither of these supply the kind of data

needed for those problems related to winter transportationo

40 The Associate Committee on Soil and Snow Mechanics

of the National Research Council of Canada have realized the value of collecting snow=cover data and it is due to their efforts that standardized instruments and methods have been

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4,

developed in Canadac '].'L..o 11ls tr-c.ment S tile not new セNN similar

instruments have been セウF、 in various snow researches = but

they have been redesigned ao as to be as portable and as 」ッョセ

venient to use as possj.bleu Several sets of these instruments

were used during the winter of QYTUセTV in connection with

trials of over-snow motor vehicles and they proved to be

suit-able for snow-cover survey plJrpO se s and for deflntng the Sl10W

eondi tions d1.JTing veld.GI.e tori a I.s c

50 . The Meteorologic:al Service of the Dep ar tment of

tイ。ョウセッイエ are also interested in snow-cover surveys and have

offered to conduct a trial survey at 30me of their prlncipal

Weather Stationso The Depart.me nt. of National Defence is also

cooperati.ng in the survey 「セt ob t.ai nfng snow" cover data a.t

their Cold ]feather Test Stations"

60 This report, エィ・イ・ヲッイ・セ deals

only

with the methods

of describing a snow=cover by means of IDe&suremertsand is not

concerned with mea.surements of snow pr-cpe r-ties . Its pu rpo se

is to prqvide:

(a) instructions for snow=cover measurements,

(b) a standardized snow nomenclature for observers and those who will read the reports of the tests, and

Cc) information on snow that w111 be helpful to

the ob servers0

PURPOSE OF 'IRE TESTS

70 The aim of the snow tests is to describe any ー。イエゥ」オセ

lar snow-vcover- by means of measurements (or photographs) in

order that the problems associated with it セ such as snow

per-formance of v en l.c Le s , skis, sno w-c Lear-an ce equipment, et c ,

-can be fully appreciated by the designer or user of such

equip-ment, The tests, エィ・イ・ヲ」イ・セ deal with the significant features

ot' tn e various layers of snow on the ground, a nd are coneez-ned

with falling snow only because of its relation to the snow in

the surface Layer-, In certain winter problems the contours of

the snow surface may become important, for ・ク。ューャ・セ the drifts

01! waves of hard wind=packed snow found in the Barrens present

problems to designers of over=snow カ・ィゥ」ャ・ウセ and designers of

aircraft winter landing gearo For this reason the tests also

deal with the shape of the snow surface, The observer should

alwavs keep the a Lm of thetes.ts in mind and should be continually on the lookout for unusual conditions which may affect the design

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or performance of winter equipmento "I1'111e snow in its various forms is an interesting material from a purely scientific point

of view, the tests are primarily intended to fulfil a practical

purposeo

BASIS ON WHICH THE TESTS HAVE BEEN CHOSEN

8. An outline of the reasoning which determined the cI-lOiGS

of tests should gi ve the ob ser-ver- a bet t.ez- appr-e efat.Lon of their

value. Snow testsj unless well ーQ。ョョ・、セ can consume a great

deal of t1IT"te; therefore only the as sen tial te st s 11ave been ch o sen

and they have been made as simple and convenient as possibleo

90 In the following Itsnow" refers to 8. WA,-SS or volume 0 f

セョッキ rather than an individual crystal or grain,

100 Snow is very porous and the r-ef'or e con ta.lns a

corLsider'-able volume of air. At times it may be wet so that water in the

liquid state may also be present. In general thenj we can consi=

der anew to be a mixture of 1ce9 water and airo The relative

amou-...t::i and the physical properties of each consti tuent will

therefore affect the physical properties of the snowo The only

one of the constituents whose properties vary appreciably with

temperature is ice, since water can only be present at one エ・ュセ

ー・イ。エオイ・セャッ・ッセ the melting point of ice, and the main temperature

effect on air is that it determines its moisture contento Near

the melting point the properties of ice vary considerably with

temperature0

110 The shape and size of the ice crystals also influence

the physical characteristics of snow; long slender forms are more fragile than more compact forms and cause the snow mass to

be structurally weako In new snow there are structural effects

produced by the interlocking of the crystal branches and these

too depend on the size and shape of the crystals0 31.2;6 and

shape of the grains have another important effect = the cohesion

of wet snow is due largely to surface tension forces which¥ as

explained in paragraphs 114 to 117j are most effective セャ・ョ the

snow texture is very fineo

12 0 Changes which take place during ageing or "flrnlfica=

tion" of the snow of ten cause the grains to grow together to

form a miniature ice networko This 「ッョ、ゥョァセ which is usually

present to some degree in all forms of dry snow¥ can add greatly

to the strength of the snowo

130 From the above di scussion it follows triat the

f'unda-mental features upon which the properties of snow depend and which distinguish one form of snow from another are:

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(a (b (c s;r.l.(';v/ セZ crnp6Y:'Gt, \セMZG\セS re:la セLセッ pZopセセャセセ shape and ::dZS< of cry st G.I s ; and degr'ee of 「od、セLエIァ

is·)f 1 Ce]l セカ aエセ e r 811d airセ

AセV 2 lvidunl grains or

hetween the grains,

140 The methods ヲッセ ob"cajnirlg (a) and (b) are obvious.

if (b) is expressed :i:n. terms of sp e ci ri.c gr·avl.ty and percentage

free water contenr 3."cw 6TDj:')Y'D tur e eiS,n.be me asur-e d vd. th a.

t.hez-momet er-j ::."peeifl. c gra v;

t:v

can b6 f by weigh rng a known

volume of snow • And. 1:'105.' セ|[、NエVイ content ce..n be dot8rmined byセ a

simple ca.Lor-Lraetri i: ュZZZ[エセNセャᆱZG dE'sc r :thed J.L l;i:l.Fii:..graphs

e,6

to 70>

150 'There are 8.1tel'fi.H,t,1.ve methods fo:r obtaining (cl ,

These ar-es (1) meft8Ul'ements uT'a:l.rfloW' permeability as a.dopted

by the Ins titut fur Scr.ineec c uno. Law:ineT.lf'orschung, Swi tzerland9

f2) macrophotography of Sヲヲゥセャ・X of snow grainsJ and (3)

obser-vations with the aid of a ms.grdfylng glass using a ruled b

ack-ground and an arbitrary but st&ndardized Bcale of "grain=form

density". The first of these math8Gb, while excellent for

laboratory tests, requires apparatus that cannot easily be

made portabLe , The second is also a good method but is not as

simple as the thirdo 'I'ne third method is very convenient and

} ..ZZG、Gセ ); found to give sufficiently accurate results for most

practical purposeso Therefore the third method has been

adopted in this reporto

160 The moat direct measure of the degree of bonding

between grains, (d) above, is the tensile strength of the snow,

Although tensile strengt.h tests have been carried out in the

Labor-a t.or-y , they present a number of d.i,fficulties for routine

use in the fl$31do The next best metho d , although somewhat

Indirectj is a test of snow hardness or firmness セ a form of

compression test of snow in situo

170 'I'wo types of instruments have been used for snow

hardness tests" (l) the Conic Ram (Kegelaonde) developed by

the Institut fur s」ャュ・・Bセ und Lawt nent'or acnung, and (2) the

NoR"C o Snow Hardness Gauge.

180 The Conical Ram was designed 1'01> a particular purpose

- that of routine tests in the Swiss Alps with a view to

esti-]':JRti.ng the avalanche tend enc I as of' deep snow on steep s lcp eS0

Its outstanding feature is that it ::an measure the firmness of

any layer down to depths a.s great as three or more meters

with-out the necessity of digging a test trench in the snowo Although

i t 1s not a d:i.rBct indicating instrument, only a ver:ysimple

oa.1':111 ation ls required to ob t.ai n the

r rrmn

e s e of the snow0

In SWitzerland, where avalanche research is considered essential to safety in the mountains, the Coni cal Ram has been used ext.en-sively and is regarded as a 5tandard snow testing instrumento

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190 'Ihe N.H.C. Snow Hardness Gl=iuge messur-e s essentially

the same qualit.y of the snow 8.3 does the Conical Ram although

the numerical results are not identicalo It is si nn.Lar- to an

instrument developed in Switzerland and referred to by Seligman

in "Snow Structure and Ski Fields". Its main features are

that it is simple セセ、 compactJ it indicates snow hardness 、ャセ

rectly, and it covers a very wide range. It does, howeverj

require the digging of a test trench, but this is only a oi

e-advantage when snow スZᄋjNヲセイ、ョ・ウウ measurements alone are taken , In

most snow research -" avalanche research bei ng an exception ,"'

the trench is requ,ired for other- t e st s , in many cases "tt need

not be dug right dOVID to the ground0

200 The shape of a snow surface is not easily described

by simple field measurements a10neo In most cases a word des=

cription will suffi c e , but when the surface is such that it

has a definite bearing on the problem under consideration, its shape may be most conveniently described by means of a

photo-gr-aph ,

210' A snow- cover can therefore be completely de scrib ed

by the methods outlined aboveo The various tests are given

in the table belowo Air temperature, although not essential,

is alao included since it is often used as a convenient referenceo

220 The various tests tabulated in this table are not

without a few interrelations. Snow of very lpw specific

gravity will have crystals of slender dendritic form and will

generally contain no free watero Dry snow of ュッ、セイ。エ・ャケ high

specific gravity will be rather hard and its grains will be

of compact forma Very wet snow will have compact grains and

very high specific gravityo セヲオ・ョ the snow temperature is

equal to the melting point of ice, free water will be present, but at all other temperatures there will be no free watero

230 When snow' measurements are made in connection wi th

tests of skis, vehicles, etco, two additional instruments are

very usefulc These are: (1) a clinometer for measuring the

slope of the surface on Which the tests are made, and (2) a penetrometer for measuring the variation of penetration with

unit pressureo The clinometer and penetrometer are only ゥョセ

eluded in tp.e sets of instruments that are to be used :'r\ con,

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TEST

Air Temperature Snow Temperature

Specific Gra vity

. of Snow

Free Water Content

Grain Shape and Size

Snow Hardness

Form of Snow Surface

TABLE I

Ai'PAHA I'TJS

'I'her-momet er- (B) Balance Snow Cutters Snow kイ、Nャセ・ Balance Thermometer (\! Magnifying Glass Graduated Cup Spatula Grain-Form Density Scale,

Snow Hardness Gllige

or

Coni,cal Ram,

Any Photographic Camera.

REMARKS

'1';1k'3n one foot above snow surface

At least 3 or 4 read= lngs reqid to establish

t ernperat.ur-e gradient.

(See paragraph 58),

Taken in each distinct

layer for first 12 or

1811 and most layers

below this depth.

(See paragraph 71). Only req'd when snow

tempo

=

OOC. Taken in

at least 2 or 3 soft layers near surfaceo

(See paragraph 65)0

Obser-vat i.on s in each

distinct layer through=

out depth

(See paragraphs 62

and 63) >

Taken in each distinct layer throughout deptho (See セ。イ。ァイ。ーィ 59)0

(See paragraphs 75

and '76).

Thermometer セaI has 110° エッセャoッcN r-ange

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90 INSTRUMENTS

Choice of Instruments

240 The instruments which have been 」ィッウ・セ are simple,

compact and reasonably durable and no special skill is required

to use them, All, except the penetrometer, are graduated in

metric units to facilitate comparison with the comprehensive

Swiss researches in snow mechanics0 The penetrometer, which 1s

used mainly in conjunction with vehicle tests, has been based on British units since they are used in vehicle tests in this countryo

Care and Maintenance

250 All components of the instruments are rust proof

with the exception of the balance knife edges Which are made of

hardened steel. Should the knife edges show signs of rustingl

some very light oil may be applied and then wiped ッヲヲセ but oil

should not be オウ・セ on any other part of the instruments 0 If the

snow cutters or snow knife begin to rust they may be protected

with a thin coating of wax0

260 The interior of the carrying case should be kept as

free of snow and water as possible; any snow or water adhering to the instruments should be removed before the instruments are put back in the casao

27. All instruments should be kept free of dirt or grit

and may セセ oiled or waxed before they are stored for the summer.

However, if oil is used it should be removed before they are put into service againo

28. It is advisable to keep the instrument s in their

carrying case in an unheated shelter so that the instruments, at the time they are used, will be at approximately the same temperature as the snow.

290 If the liquid column of a thermometer becomes ウ・ー。セ

rated, as ュセケ happen during shipment, it may be reunited by one

of the following methods:

(1) m・セ」オイケ エィ・イュッセセエ・イ with separation near bulbo iュュ・イウセ

the bulb in a freezing mixture* until all the mercury has

been drawn into the bulbo Tap the thermometer to dislodge

gas bubbles in the bulb.

*Freezing mixture (parts by weight)

セ parts snow at OOCo added to 1 part NaCl . . 000 .•...• 0.0 セRPPcッ

1 part snow at OOCo added to 1 part alcohol ....••••• 0 -300Co

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10,

(2)

( 3)

Me_ _ _".rcャRZイセ|イ NセNMゥNZ __ ..⦅Nセ th er-mome__N⦅セ _ ..._ セ⦅N ter'セセN ...'vv:i.-セMG .." _ttl." ' > ; -LLBMセNNNNNNN 8VMPbセi[Z ⦅[セセ •.._ ','5.t l NセcjセIL, _ - - . "• • ._ne._.,,0- _,,'"arLセNLNNML t.cn -: HoldNセ the

thermome ter 8.t B. con31:':'erabl.o 11e.セ ght over a low flame

and by mova ng it bad.: and forth Ql)ply teat gent Ly until

the brokan place in the thread has moved upward into the

reserve,

CAUTION: TIlls method is more Lf.keLy to r-esu I t in breakage

and extreme ca r-e should be-used"

r_NNNYN[M「NQNsluNZセNセ⦅セセᄋZZセ[[ェセLLZZZセセI_A}ZセLエ・Zイ 2'6CL.I'e1jir f'E,\:;en one end of a

strong cord fibc'u'; :3 f':; 10ng to 1;he rrcometer- b7l bi ndLng

it tighely vri+,b GセGeャセセオャ ();36 t!ll'O &.101'1,'1; the 1 length of

the th er-rnomet er the thermometer hula bet 0PPOSlte the

free end of the cord, Securely hold the free Bnd of the

cord and r-api dLy whi r L tne thermometer In ,9, horizontal

plane over head,

Red liquid thermometer USB a method similar to (2) but

G。ーーMゥケMMエィ・GGGィ・。GエM「ケセMゥイャャゥMョ・イウZャNョァ the bulb in water being heated

on 8. stove, Stir the water cont i.nuaDy and do not let

the エィ・イュッュbセ・イ come in contact with the vessel containing

the water.

The nt.OVA methods have all been used suc c e s sf'u lLy , If column

"'j(";'fJt1T:'t.; n oc cur-s frequently i t may be advts abt.e to remove the

thermometers from the kit and stor-e them in a heated bud LdLng ,

30. If reasonable care is takenj damage to the instruments

or loss of any of their parts can be avoidedG

Balance

310 The beam type balance shown in Pig" 1 is ideal for

snow measurementsc It is more 。セ」オイ。エ・ than a spring type

balance and its auxiliary rider C simplifies measurements of

free water contentn

320 'Ihe balance frame A car-ri es two rlders Band C of

equal weightc Moving either rider B or rider C from extreme

Le.rt to extreme right i s eCJ:l..d vaLen t to 500 gr-ams so t.hac

measurements up to 1 000 grams oan be made by utilizing both

riderso Rider B carries a vernier which reads directly to

2 gr-ams0 Measur-emen t s to the neareat gram can be made wi tn-C,.J.t much diffie-ul tyo

330 Rider C contains a spring clronp which prevents

。」」ゥ、セョエ。ャ movement of the rider when the frame is at an ex=

t r-eme angle0 The clamp must be released by pr-e sai.rig on button

D wnerie ver- i t is necessary to mo ve rider C"

340 Hook E is for hanging the balance on any convenient

supporto A balance support, which springs on to the edge of

the carrying c a ae , is provided with each set of Lne t rument.e ,

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350 The balance has been adjusted to read zero when the empty bucket is in place on hook F and the rider C is in its extreme left positiono

360 The senat ti vi ty of' the balance can be altered wiエィセ

out disturbing the zero adjustment by changing the vertical

posi tion of the counterweight G. If the balance has to be

used exposed to the wind, it is advisable to denrease

sensi-tivity. Generally, the balance should be as sensitive as

condi tions will per-mi t . Frequent adjustment of sensi tivi ty

should be avoided To change balance sensitivity loosen the

clamping screws H5 move the counterweiept G (downward to

decrease, upward to increase sensitivity) and securely tighten both screws H.

370 The condi tion of' balance is indi ca ted when the pointer

J, which forms part of frame A, swings an equal amount on each

side of the knife edge plates Kc

Snow Sample _Cutters

380 Each set of instruments contains two snow sample

cutters which are used to cut snow samples of known volume for

speciflc gravity measurementso The internal volume of each

cutter is 250 cCo

390 The cutter shown in Figo 2 is for soft snow conditionso

Its cylinder A has a thin cutting edge and its handle is bent

so that the axis of セィ・ handle coincides with that of セィ・

cylin-dero The removable back cover plate C has hooks which engage

pins D on the cylinder0

400 The soft snow cutter is always used horizontallyo A

trench must first be dug in the snow covero During the cutting

of the samplej the cutter is rotated about its handle axis in

order to avoid compressing the snow sample. A kni£e is used to

trim the sample level with the forward and rear edges of the cylindero

41. The back cover plate may be used to prevent very

slippery samples from sliding out of the cutter before they can

be placed in the balance bucket. It is also useful when 、・エ・イセ

m:l.ning the specific gravity of loose grains such as hail.

420 The snow sample cutter shown in Fig. 3 is for hard

snow conditions. Its cylinder A has a saw tooth cutting edge C

and a simple handle Bo The internal volume between the planes

xセx and Y-Y is 250 cCo This cutter may be used either

hori-zontally or vertically. To determine the specific gravity of

a thin crust, cut sufficient discs of the crust to fill the

length of the 」ケャゥセ、・イッ The method of use should be fairly

(13)

Snow Har-drie e s Ga'2.ge (N.1":.C e, 'r,'.i1'''j'

----,...-

-

...セセM

-430 The sr:ow h ardne s s gai)ge is 8. push type spring

balance on whi.ch anyone of severat pr e s sur-e discs can be

moun tedJ Tne gauge is shown r.n Pig 4:

44c The end of the pusn rod E 13 arranged so that the

two smallest discs3re permanently s tt.s ohed to "the push rod.

The area of the smai Lest Cli::>;; A セウ 0 }::Y£12; and t' are a of

the. , annU.81 ,_'1.,.-, ehou Ldu .... ,...カセer- .r.,p ....'t-.c; \ . , 1 , , 'nOn',;:?'セNイNL t) ..•.",', ',"'!''-,>.,,7. ""'0Gセャャセ d.re,.' ' ' ' , ' ' ' 0 ャLセセヲG ../J'1, ".ne.q' 'j

B + '""aKe ...1, t·· "','lJL:..,C,,,J...1. ...r,t'h .:>Y',J..Sセ '\NBNBLセGGM[ r, em,:? ,"! '. ," " - " , , . 0> r1. Bセ '" -, <:), d I' ( D

if .. セ|ZG|セLNN [jコGBGAオHNセLイL .." f -•., セ| ..GZGセGNセセ ". ':J:.t ) \j",

i S not sQN|NN[セGvdL 1 '"セMZ I セ..LrJ., jZGャNlエNャGセr:u セ ,FL ')セL ·h. ..-, , セBN ッNセ 0' , , ' " BLセN , ,,' セ 'I.'" ')

A- ...G,J6 セNBBjNセ」」GNj v1. セ ....I arL1 --l.o._J AZZイイANセ ャセセ[ウZー・」M

t1 veLy , Dl sc C (or d1 sc D) '1',:\ hel d in pla,ce on the end of

the push rod by the frict.'Lon of' E rJ:bber washe r which 1,3

cemented to the disc. rthenevor a disc is fitted to, or イ・セ

moved from the push rod, t.hf:' d::J" i:l1)()'c:ld be rotated to avoid

pu'l Li ng the r-ubb er- ws she r off' the b ack of the disc,

45i: Th e cppo s ; te end of the pusn rod c ar-r r es a scale

gradua ted from C to 10 _ Since 10 on the scale corresponds

to a push rod force of 1,000 grams, one d:"vision of the sca.le

corresponds to 100 grwJs, Thus, when the largest disc D is

1...8«1 cL.9 push rod scale indicates the pressure directly in

r':, IJ':Jr cm2 0 'Therefore this disc has engraved on i t "X 1"

to show that the snow hardness number i,s the scale reading

times one. Similarly, disc C is marked

"x.

1011 to indicate

that the hardness number is the scale reading times 10. The

factors by which the scale reading must be multiplied in

order to obtain the hardness number) are given in the

follow-ing table0 TABLE II

-_

.•.._•..⦅MMセN⦅GMBMMGBBBNMセ ..• Disc Area (cm2 )

--_._---_._

..

_

-fA B

c

D .1

LO

10 100 1,000 100 10 1

460 A few snow kits have been provided with an

addi-tional snow hardness gauge セセャ」ィ has a ten times stiffer

springo Since the sca.le of these gauges is graduated from 0

to 100 (instead of

a

to 10 as in the case of the standard

gauge) the factors given in the table above apply to both the

(14)

13.

Graduated Cup " m⦅セョゥヲQZQョァ G1:.13-8⦅セ。NNョセ

...

Spa tula

470 These are shown in Fig, 5 and are used for observing

the size and shape of the individual grains or crystals,

48. The cup B has a flat bottom on which are engraved a

number of concentric circles whose radii vary by one millimeter

stepso These circles form a scale for measuring grain sizeo

49. The spatula C is used to place and arrange the ァイ。セオャ・ウ

in the cup. Aggregates may be broken up with the flat end of

the spa,tula0

tィ・イュッュ・エ・イセ I

50. The thermometers are ウセーーャゥ・、 in two ranges: (A) +110

to -lOoe. and (B) +50 to =lOOoC. Thermometer A is used to

meaSure water temperatures in free water content testso It may

also be used for air and snow temperatures that come within its

range. Thermometer B is intended for measuring temperatures of

air and snow onlyo

Penetrometer (Not supplied with- , ウョッキセ」ッカ・イ survey kits)

510 The penetrometer is shown in fゥァNセN It consists of

three parts: A which has a disc area of 5 in and キ・ゥァィセ 5 i「ッセ

and weights B and C which weigh 5 and 10 Ibo respectively. Thus

the various combinations give disc pressures of ャセ 2;1 3 and

4 Ib/in2, but in practice only the combinations that give 1, 2,

and 4 lb/in2 need be used. The handle of part A and the weights

B and C are graduated in inches penetrationo

Clinometer (Not supplied with ウョッキセ」ッカ・イ survey kits)

520 The clinometer shown in Fig. 7 is a pendulum type

graduated in percent grade. Each graduation represents 2 percent

grade but the scale can be easily read to the nearest one percent.

GRAIN-FORM DENSITY SCALE

530 It has been pointed out in paragraph 11 that the

structural properties and cohesion of a snow layer depend to a

large extent on the shape of its individual grains. Grain shape

also has a marked effect on both the static and sliding resis-tances of skis, and on the internal friction of snow (snow

sliding on snow). These-effects are so pronounced that skiers

(15)

540 カセャャQゥjNN・ there 13 an in.fln1.te variety of snow grain

shapeSF the important fea tur-e is the degree' of' solidi ty (or

a.Lt e rria tiveLy the dagr:ee of 1 aoi ne38) of the snow gr-at.ns or

cr-yst e Ls セャGGGG t.hi s BGtMBBIセBBK the +-eYC1'l iヲァMiGGGGGャGGョセGヲッイセGGG セGャBBイBGャᄋエBGtB is

v , l l . , ;. .G[LT[LMjセNANNNNャゥ c ".J,A ,.';.I!...,;,..;- ,-1· l:fJ ....qセ⦅ .., '.... ,,,.... "" 'i." セ..セ t. . i;r"""-L - j⦅セTN オGセGセLNLZNNj ..,.·, J

u sed tc 、N・セZZgイZᄋゥᄋエIヲS 2· jᄋ・ャYNᄋg|BQZイセセᄋ tria snow ァイG。Nゥイャ{セLH[ ffhe cャセゥエセ

rion of ァイXNゥイZGセLヲ」ANBュ deri 0l.ty t"illY be taken as th,:;l roe} a t1v e

structuraIstr'flhgth cf' trre gr8J,ns O!' crystals due to shape

alone"

550 A cbart of' grainuFOi'm den s:i.ty i.5 giv en in Figs 8

and 9" The c.Las sirtcat.Lon i 9 mor-e or 10138 arbitrary but th.ia

does not in a.ny way detr-act rr-om 1ts usefulness, セj[LGQNゥャ・ the

c La sse a may net be uniformly spa.ced 8J1. s.tt empt has been made

to arrange them in proper ordeX'c E&ch cla.ss refers to many

different shapes of snow grains but all ahap e s in snv one

class have appr-oxLmately the same .influence on the properties

of a. mass of snowo The classes in the ァイ。ャョセヲッABュ denslty

scale are described in Table IlIa

TEST PROCEDURE

560 A1"!3hongh the t eet s shou'ld be made Wlthreasonable

care, a ィゥセャ degree of accuracy 1s not requiredo Even in flat

open c ountr-y the snow-cover- Ls not enti.r-eLy 'U,n:H'orm and tests

made in one place will not yield exactly the same results as

similEH' tests made. r.n another onLy ten or twt:3nty ケ。イ、セ awayo '

In general the observer セィッオャ、 try to obtain as Dear average

r-e au l t s I:L'? possible and this applies not only to the differ'ent

tests but also to the location of the test trench which should

be chosen w5.th a view to ob ta:in1.ng 8 '::f'sasonably typical sec tion

through the snow- cover0

Air G}Q・ュョ・クBセGャN

__,..セ.._ '_ ...ZZjゥZNNNNNZNMNLNBN⦅B⦅セ ..セNセ ... _ _

A:'Lr t ampere. t.ur-e should be taken at about OTit3 foot

a oov, [BlセN[ snow surfaceセ The thermometer mu:s'tbe she Ltared

from the sun's rays and should be given sufficient time to

reaoh a constant readingu When snow tests are made within a

short distance of a weather station (as in the snow-cover survey) air temperatures as measured at the weather station may be used

even though エィ・セャ sr-e usually taken at a somewhat greater height

(16)

TAi3LE III Class DescrlEtion CA) fB) (C)

CD)

(E) (F) (G)*

eH)

(J)

aャセ crystals of very slender proportions and open

pattern" These include very slender needles and plane

crystals with six very slender rays without 「イ。セ」ィ・ウ

or with not more than three pairs of delicate branches

per ray , This class .'ls limi.ted to crystals of new snow,

Plane crys tals wi th In8..J.'1Y de Lt.ca t e brancheSo Al.l very

feathery new snow crystals and similar hoar crystals belong to this class"

Plane crystals and needles of somewhat more substantial form than those above, and settling snow grains of

similar proportionso

Plane crystals and needles of still more substantial

form than class cセ and settling snow grains of similar

p r-op ortLoris ,

Hexagonal plate crystals of snow or hoar and hexagonal

cup crystals of hoaro The plate crystals may have

either straight sides9 various forms of small notches

in their sides or small extensions at their corners, Columns having a length to diameter ratio of four or less and settling snow grains of similar proportions. Graupeln (see Nomenclature) of approximately spherical,

conicalJ or thick irregular forme

Old snow and settled snow grains With crystal facets and roughly spherical proportions

Old snow and settled snow grains with no crystal ヲ。」・エウセ

and h a lL,

*

The thickness of rime coatings on snowflakes vary

considerablyo Only thickly coated flakes belong to

class Go Light to medium coated flakes should be

classified as the class preceding G in which its shape including the rime deposit would place ito

(17)

58" "- For t.hf.s and rncst of tbef'ollowing tests a trench

must be d1-\g in trw snow-cover- to dLs c Lo ae the different snow

layers. The temperature measurements should be carried out

immediately after the trench has been dug in order to minimize

errors due to exposurra to air and suno They need not be taken

in eV6r:y Laye.r = uS1.,j,:llly there are no di.scontlnuities in the

snow t.emperat.ur-e gJ'adi ent and o:t.ly suf'fioi ent readings to

reasonably establish the ァセ。、Q・ョエ are necessary. At least 3

or 4 r-e ad'i.ng a wi 11 be r-e qutr-ed arid each shou.Ld ref0r' to a

par-ticular layer in order to facilitate recording the results.

The thermometer bulb should 'be inserted about 4H into the snow

near the m.ld-sdepth of the ],ayer'" Ihesofter snow layers should

be chosen S1X;;C8 the thermometer can be more readily inserted

into them, Tb.B thermometer should be gi.v en auf'f'LcLent time to

',reach a constant r-aad i.ng , Snow Hardness Tests

59, Snow hardness readings 'should be taken in each

dis-ti:nct 2now layer. 'Ine hardness gauge is used horizontally

L , t the wall of the t r-encn , Car-e should be taken in

cut-tlng the f'a c e on which the test is to be made so as to obtain

as flat a surface as possible and to avoid disturbing the ,snow.

The reading is obtained by slowly pressing the gauge squarely

against the snow and noting the ⦅カ。セオ・ on the Beale at which

the disc begins to enter the snow, Wl-J.ile the manner in which

the disc enters the snow varies somewhat with snow conditions,

it is usually fairly suddeno Very slight compression of the

anew should be disregardedo Readings to the nearest half

division are SUfficiently accurate.

60a 'Ina gauge may be used verti cally to measure the

hardness of a thin layer at the surface, When used vertically,

a cor-r e ctd.ori for the weight of the moving parts musf be added

to the observed reading. The correction can be found by reading

the scale when the gauge is held vertically with tqe disc end

uppermost0 It is approximately 1/3 of a division for disc C

and 3/ 4 ゥGッセ[ d1 so Do

If the snow kit contains both the st.and ar-d ",,(JC

B):>:(:1a1 snow har-dneas gauges it is suggested that rae.dings be

obtained with both for comparison purposes, particularly when

nrre snow har-dne s s is above 1,90000 The r-e ad Lnge may be

diffe-rentiated by underlining all those obtained with the special

gauge0 Nor-maLly , the standard gauge cover-s t.he snow hardness

(18)

Average Grain Si ze 。ョHセlNᄃセセe・

620 Observations of grain size and shape should be made

in each distinct snow layero Grain size is taken as the ュ。クゥセ

mum dimension

ex

Figo 8) of a single grain or crystalo In a

layer formed by a fall of compound snowflakes, only the sepa= rate crystals which make up the flakes should be consideredo A fair number of grains should be examined and an estimate made

of their average size. Estimates to the nearest 00 2 romo are

sufficiently accurate. When the grains are bonded together the

aggregate must be broken up before the measurement can be made,

but grain fragments must not be mistaken for ind1.vidual grains.

In cases

or

extreme bonding or in very wet snow, grain size and

shape begin to lose their meaning and need not be r-ecorded ,

63. セイ。ゥョ shape should be recorded as the class in the

grain-form density scale which most nearly corresponds to the

average shape of the individual grains0 In new snow and in

par-tially settled snow several distinct types are often present, and in this case an estimate of the average shape should be used. When this is difficult the two or three predominant shapes may be recorded.

Frea Water Content (F.W.C.)

640 Free water content need only be measured When the snow

is wet, ioeo, when the snow temperature is 000 .

650 FoW.O. measurements are most important in the softer

layers near the surface, and since these measurements are ウッュ・セ

what inconvenient - mainly because they require a supply of hot water - measurements in at least 2 or 3 of the softer layers

near the surface will suffice. The observer will have to use

his own judgment in deciding the number of measurements and the layers in which they should be takenc Snow layers that are ob-viously wet, but for which no F.W.C, measurements are made,should

be described in the test records as IIsligh tly wet "; "moderately

wet", e t c , and the apparently dry layers as "dry".

66. To determine F.W,C. put about 300 grams of hot water

(between 500 and 800C) in the balance bucket and measure its

weight. Measure the water temperature using the +110 to セGQPPc」

range thermometer. Do not use the low range thermometer since

it will break if heated above its upper limit. Add sufficient

snow to bring the temperature to between 5 and 15 0C0 Stir the

mixture to make sure that the snow is セッュpャセエ・ャセ meltedo Measure

the final temperature, and determine the weight of snow that has

been added. The tare slider (0,' Fig. 1) has been provided to

s1.mp.li.fy this operation. The method of calculating the free

(19)

18

For example assume

the values below

Let W -S -Tl -T2

=

wei gnt of water wei.ght of snow

:Lnitial temperature of' water

final temperature of mixture

350 grams

175 grams

50°C,

120C 0

'r1'len, since i t takes 30 c,11or183 to trBX1.8f'oI1YI 1 gram of ice at

ooe.

into water at OOG) EL"I'ld since the temo er-abur e of wet snow 1s

a'l.way s ooe., the wei.ght of i cs!セ I j In エLィ・セ wet snow .i8 セ

I

(3 )

130

and the weLght of fr'ee water is:

s.. r.

Since F.W.Co is expressed

as a percentage by

weight,-Ci T

P.W.C, - 100 ( ws.L·)

%

(8)

Combining e qua t.Lon s (1) and (2) we obtain:

F W C Ira 5(T m ,W _5T2 • ' " • 0

=

U = 4" 1=.L2 'S 4 セ Let X = 100 = -, .Ll5(m T) W2 - + K and 4 'S Y .- -T2=·K54 . then F.W.Co

=

X + Y

.

670 Nomograms A and B, Fig. 10 may be used to evaluate

equation (4), The value of X for a particular set of values of

Sj VI/:, and Htャ」セtRI can be found by means of Nomogram A and the

a.dd.l tion of' Z and Y can be performed by using Nomogram Bo 'The

constant K, whLch has been Lntr-oduc e d to eliminate negative values

of' X, has been given a value of 25 in the construction of Fig. 10.

68. Assuming the measured values of S, W, T1 and T2 to be

s) w, tl and t2, proceed as follows. First calculate (tl=t2).

U::dne; Nomogr-am A; drs. was traight line through sand wand find

its lnt61'Section r with the r-ef e r-enc e line; draw a straight line

'through HエャGセ t2) and r arid find x , Transfer the value cf x t.o th e

X ucaJe of Nomogram B and draw a straight line through x and t2

and ftrld Co The free wat.e'r content is then e%_

690 ThB dotted L i . n es :i.n . F ' L g, 10 ill:ustrate t he method as

applIed to the numerical example ァゥvGセョ in paragraph 66.

'/0" The nomograms can only b e used ror temperatures me

a-sured in oC. A reasonably true straight edge should be used to

(20)

Specifl,c Gravity:.Me aSl.l:P ements

710 Measurements of sp e c i.ri.c gr-ava ty should be made in

each distlnct snow layer for the first 12 or 18" below the

8ur-f'ace,» Below this depth the measur-emerrts need not be quite as

complete, thin hard crusts may be omitted provided their

hard-ness has been measuredj but measurements should be made in the

Layer-s directly above and below each hard セャGuNbエLI

720 'Irie measurements are made by weighing a known volume

of snow. '!Jhen the snow is mode r-at.eLy dense, two Damples cut

with one of the snow ウ。ョセャ・ cutters should be weighed at a time,

when it is light, four samples may be weighed0 The specific

gravity is then simply the weLght divided by the volume, Volumes

of 500, lOOOj or 2000 CCo ar-e the most c onverri.ent since the

cal.cul.a tiona teen become extremely ウセNューャ・ 0

730 Soft snow samples should be very carefully cut to

avoid compressing the snow and any snow samples which do'not

completely fill the internal カッャセュ・ of the cutter should be dls=

cardedo

74. In cutting samples, it 1s advisable to first cut, them

from the top layer and then. the next layer down arid so·onuntil the lowest layer from which samples are to be cut is reachedo Frequently a considerable amount of digging is !"equiredto ob-tain the snow samples and the procedure suggested above tends

to minimize the amount of 、ゥセァゥョァッ

Form of Snow Surface,

750 When the shape of the snow surface is of secondary

importance in winter transportation problems, it ma'y be de acr-ibed

by キッセアs ッョャケセ such as: fairly flat with wind ripples, moderately

wind eroded; rolling with patches of wind alab, etc" If it is

felt that more· detail is requ:lred, a few simple measurements =

such as average heigh t and spacing at' drifts Nセ may be add ed ,

76. Whenever the shape of the surface is such that it will

affect the performance of o ve re sncw vehicles, skis, etc , J it

should be described by means of a photograph which should include

some object of known sizeo It is often desirable to add a few

simple dimensions to the photographic de s cr-t p t.Lon , 'wVi1.sn phot

c-graphy is used, consideration should be given to the effects of shadows as these can often be employed to good advantage since they emphasize the irregularities of the snow 8urtacec

(21)

Penetrometer Tests

770 Penetrometer tests are only required in connection

with tests of カ・ィゥ」ャ・ウセ skis or similar testso

780 The method of using the penetrometer is that adopted

by the U.S. Army Air Force A.D.T. Branch who developed the

instrument0 Two type s of tests are made: (a) "Static Tests" in

which the penetrometer is held just in contact with the snow surface and then suddenly released, and (b) "Dynamic Tests" in which the penetrometer is released from a height of 12 inches

above the surface (see Fig. 6). Upon release, the observer

guides the penetrometer by letting the handle slide freely

through his hand. Both static and dynamic tests should be made

for ャセ 2, and 4 Ib/in20 Penetration should be measured to the

nearest 1/8 inches. The penetration of the flat surface of the

vehicle track (disregard grousers) should also be recorded.

79. An approximate value of the maximum pressure exerted

by the vehicle track may be obtained by carrying out static

tests on1.z in the rut formed in the snowc This test should be

made soon after the rut has been formed since snow continues to

har-den rapidly after it has been compacted ,

Clinometer Tests

i

800 In performance trials of vehicles, skis, etco j the

slope of the snow surface should be measured even when it appears to be reasonably horizontal since slopes are often deceptlveo The readings should be marked "plus" to indicate an up-grade and

"minus" to indicate a down-grade. vrhen the キ・ゥセィエ of the vehicle

and the slope of the snow surface are known, the performance of the vehicle can be reduced to its performance on the levelo This is desirable for comparing different trials of the same vehicle or for comparing trials of different vehicleso

GENERAL INSTRUCTIONS

81. These tests will be conducted at a number of observation

stations and may extend over a period of several winters.

Tnere-fore it is highly desirable that a uniform procedure be adopted. Uniformity of methods will also simplify the analysis of the many

observations0

XRセ The amount of shelter from wind and sun has an important

bearing on the form of the ウョッキセ」ッカ・イッ It is rather difficult to

(22)

210 areas that provide either one of the two extremes of shelter.

ioeo flat unprotected areas or hea ly wooded areas, are the

most suitable from the point of view of Gjョャヲッイュセャエケッ However.

most of the observation stations will be located at airports

where the. surrounding country 1.9 t'Lat and open, therefore flat

unprotec ted areas free from d1. s trur-nsn ce s due to tree s bUl1dlngs-.

roads, etc , have bean chosen as t?e principal test ar-ea s ,

830 An area of at least 500 sqeftcis r-equa r-ed for the test

trenches. If possible it should be located on a slight rise 'to

avoid flooding with water in spring A snow-cover depth gauge

in the form of a post marked off in inches should be set up at one edge of the test area in a convenient location,

840 The trenches should be no larger than necessary for

carrying out the measurements, 2!6" x 316 11 should be ampleo One

trench is needed for each set of measurementsQ The first trench

should be dug a t the down-wane edge of the test XNセ・。 and as new

trenches are required, they snould be located so.as not to dis-turb the normal drifting of snow on the unused part of the area ,

On completion of a set of measurements. the trench should be

filled and the snow surface roughly leveled 01'1'0 :

850 A complete set of measurements as de scz-Lb ed in p

ar-a-graphs 57 to 76 and including the total depth of the- snow=cover

should be made re:gularly once a waeko In most aaae s7 the

measu-rements need on;1.1'-1;>e made in the various layers q:own to a depth

of two r eet , but: at least once each month the measurements

should be extended right down to the groundo '

860 The test trench should have one wall that 1s fairly

vertical and clean cut. After careful examination of the aec t.Lon ,

the boundaries of the more pronounced snow layers should be·,

marked by any convenient methode Often there are many sublayers

within a snow layer but these need not be consideredo Air spaces,

however. should not be disregardedo .

87 0 Snow temperature tests should be made f'Lr.st , and while·

the thermometer is reaching a constant. reading, the depths to

the boundaries, of the various layers may be recordedo It is

ad-visable to leave the cutting of samples for specific gravity measurements to the last as this saves a considerable amount of diggingo

880 In 。セ、ゥエゥッョ td the weekly testsj daily observations

should be made

of

the total depth of the snow-cover and of the

size and shape セヲ the snow grains in the surfaee layer onlyo

890 \'1eekl:r and da.ily tests should be carried out either in

the middle of the morning or in the middle of the afternoon when

(23)

900 A few additional tests may be made in heavily wooded

areas if such conditions occur within easy reacho Howeveri

these should not interfere with the tests made on unprotected areaso

910 Suggested forms for recording the results of weekly

and daily snow=cover survey tests are given in Appendix 10

Snow Measurements Connected wi th Vehicle ('

2E_.9!il.2

tイェN⦅セャウ

92. In fairly deep snow9 a vehlcle does not usually

com-press the snow in the layers near the ground0 The lower layersj

then, have no bearing on performance and therefore there 1s no need to take measurements in the snow layers that are

undisturb-ed by the vehicleo

930 The test trench should be dug across a rut formed by

the vehicle tracko The layers disturbed by the vehicle can

easily be determined by observing the discontinuities in the

various snow stratao The layer directly below the lowest broken

stratum should be considered a disturbed layerc 940

should depth

total

The measurements described in paragraphs 57 to 76 be made in an undisturbed part of each layer down to the

affected by the vehlcleo Penetrometeri clinometer and

depth of ウョッキセ」ッカ・イ measurements should' also be carried out.

950 Whenever any part of エィ・セ。」ォ mechanism tends to ice

up, the free water contentj specific gravity and grain size and

shape for the surface layer should be determined even though no other measurements are made due to the lack of sufficient time,

960 A suggested form for recording the measurements is

given in Appendix 10

GENERAL. NOTES ON SNOW

970 The fact that water becomes solid either by freezing

or by sublimation is of fundamental significance in all snow

studies. Sublimation is the transi tion from vapour to solid (and

from solid to vapour) without passing through the liquid state.

980 セュ・ョ water freezes the shape of the resulting ice is

approximately, that of the water prior to freezing, but when the solid is formed by sublimation its shape is that of a crystalo Fr-e ez Lng produces ice and rime while sublimation produces the

beautiful crystals of snow and hoaro Actually all solid forms of

water have a crystalltne structure but only those formed by sub-limation show evidence of this in their external shape"

(24)

23. Formation of Snowf'la,kes

990 Wnen air is coo Le d its r-e Lat i.ve humid:L'ty rLae s ,

The most Gammon way in whi ch air r s cooled t s by expansion

due to the air mass rising to 8 hei.ght where the atmospheric

pressure is reduced, but cooling may take place in several

other wayso If the cooling continues beyond the saturation

points the excess moisture will be deposited on any solid ob-ject such as dust po.rtlcles which are generally present in

the atmospherec At temreratures above freezing the moisture

will condense and form f'og , V\hlle at temperatures below freez=

ing the saturation point with respect to ice will occur before

the saturation point with respect to water and 」ッョウ・アセ・ョエャケ

the moisture will sublime and form snowo

1000 'Ihe pattern of a snowfLa ke depends mainly on the

rate of growth of the flakeD Slow growth produces the more

solid forms such as hexagonal columns and thin hexagonal plates. while very rapid growth results in plane crystals of

very slender proportions and open pattern Generally the rate

of growth is not constant and as a イ・ウオャエセ flakes of complex

patterns are produced, Sometimes the flakes have astonishing

forms; a syrmnetrical combinat.ion of a short column and two or

more plane crystals is not uncommono A twelve ray flake is

simply a very short column with six rays attached to each end and even some six ray flakes have their rays in two planes

separ-ated by a very short column0 Not all snowflakes are

ー・イヲ・」エLセ various circumstances produce some surprising formso

101. All flakes which consist of a single crystal are

called "simple snowflakes" to distinguiSh them from "compound

snowflakesII which are compo sed of several partially mel ted

flakes that have become stuck together during their fall to

earthc

102. The rate of growth of a flake depends largely on

the temperatur-e at the a I ti tude at whi ch the flake is

formed,-the lower formed,-the temperature formed,-the less formed,-the amount of moisture

available for snowflake growth" At very low temperatures the

flakes are therefore small and of hexagonal plate or column

fOrnlj at moderate temperatures the flakes are larger and

mostly of complex patterns, while at temperatures above ヲイ・・コセ

ing they are large compound snowflakes or "sleet"o

1030 Frequently. snowflakes fall through a cloud layer of

water droplets and become coated with rt.me, The thickness of

the coating varies considerablyv ifuen the coating is fairly

thick the flakes become roughly spherical and are called

"graupelnrr or "soft hail", A layer of graupeln has a dull

chalky white 。ーー・。イ。ョ」・セ and is the only form of freshly fallen

(25)

24.

104. Snowflakes suspended in the a tmo sphere are often

carried to higher altitudes by rising air currents" Sometimes

a flake falls to a warm level where it is partially melted and is then carried upwards to a cold level where it freezes agaf.n ,

セヲオ・ョ flakes pass through a series of melting and ヲイ・・コゥョセ stages

wi th the addi tion of mo i.s ture be tween the stage s , they become coated with successive layers of ice and are called "hail". Some

authori ties on snow 1-;38 a separate term "Lce pellets" to

des-cribe frozen rain drop sセ but in snow- cover mea sur-emen ts ther;e is

no reason for making this distinction and both forms should be described as "hail".

Changes tha t Take Place in Fallen Snow

105. Immediately after the snow has fallen, changes begin

to take place in its structure. Tne points and slender branches

begin t6 evaporate an.d sublime again on the more solid parts of the crystals which gradually become small irregularly shaped

grains. As the crystals change shape they become more compact

and the snow settleso

106. The settling of snow usuallW takes place in two

f'eJ.rly 、セSエ[ゥョ」エ stages. 'Ihe principal difference between the

two is that the rate of settling is much greater in the first

than in the second stage, In the first stage the crystals lose

all their feathery structure and become small and granular, Snow is said to be settled when the end of' the first stage has

been reached, In the second stage the grains grow in size and

become bonded together. Sunj rain and thawing conditions

gene-rally playa part in the second stageo

Change3 due to lUnd Action

1070 Most of the bulk of fallen snow is 。ゥイLセ dry new

snow contains about 90%' air by vo l.ume , and hard crust about UPセl

A snow layer is therefore very porous and contains a great many

int0rconnected passages through which air may flow o A wind

blowing over the snow surface induces air flow within the snow

layer and in this way greatly accelerates the settling of snowo

108. 'rhe changes Qセ snow structure due to wind action

depend upon the temperature j relative humidity, strength and

duration of the wind. Whenever the air temperature is below

freeZing, wind accelerates both evaporation and sublimation

with-out causing melting. When the wind is drY1 evaporation

predomi-nates and the snow settles with very little tendency for the

grains to become bonded together セ in fact, a very dry wind tends

to loosen grains that have previously been bonded. But when the

humidity of the wind ls high, sublimation predominates and Causes bonding of the snow grains, and thus toughens or hardens the snow.

(26)

The har-den i.rig of snow by wind action i:3 called "wi.nd packing"0

Pr-o Loriged wind packd.ng forms very haz-d "wind crust" in which

skis and even hob nailed boots make little or no impression

1090 When new snow Ls compressed its cr-yst.a Ls b ecome

broken and the fragment.s lie more cLos eLy together than

origi·-nally. Very little wind action is then required to bond the

grains and considerably harden the snow. Trlis pr-op e r t.y of snow

has been utilized at many e.Lr-port s when freshiy fa:1..10:: snow is

compac ted by rollingc Irrrrnedi ately a r t e r r-o11.J.ng, the snow is

still fairly soft but :it hardens SUfficiently in only a few

hours to permi t landings with wheel land.ing gear even when

there is only a s 1igll t w:'ind0

1100 V'/henever the wind veloci ty is great enough to cause

drifting of old snow, the gra.ins become rounded by i'rj,'::.tion

with the snow surface and thus lose all traces of their 」イケセ

stalline facets, If the rounded grains of old snow are deposited

in an area of complete calm, a drift of loosely lying snow grains

will forme However, if they are deposited in an area of low

winq velocity and the humidity is high enough to cause wind

paCk-ing, Wfwind . lab" will forme The feature which distinguishes

wind slab from wind crust is that the anchorage of wipd slab to

the snow beneath is very weak, Settling of the underlying snow

often forms an air space below wind 'slab. Generally wind crust

forms on areas exposed to the wind and its 8urface,.is often

considerably eroded9 whereas wind slab forms in sheltered areas

and for this reason its surface is only slightly wind rippled, Wind slab is usually found in patches and can be easily recog=

nized by its dull whi.te appearance 0 1fll:1en wind slab is broken

by a vertical load, it breaks suddenly with long cracks

radiat-ing outward in all directionso This peCUliarity is due to the

bri ttleness of the slab and the presence of a sp ac e directly

below the slabo If part of a large area of wind slab on a steep

slope is broken by the weight of a skier or vehicle, the slab will in most cases break up into blocks and initiate a

dange-rous avalanche0

1110 Wind also cha.nges the shape of the snow surface by

forming erosion ridges, drifts and snow cornicese

Changes due to Melting 。ョ、Bfイセ・Lセゥeᆪ

112. The changes in snow structure caused by melting and

subsequent freE: zing differ from those due to evaporation and

sublimation. Sublimation always produces forms that have 」イケセ

stalline facets, while melting followed by freezing produces

forms devoid of facetsn The amount of melting determines the

extent of the change - if a small amount of melting occurs,only the sharp ends of the crystal branches will melt and become

rounded; if a greater amount of melting takes place j the

(27)

26.

network of miniature ice bridges; but if considerable melting

occurs, an icy cru st or ice ;Nil1 be [nrmad.

113. The r-epe ated thawing and r-e.rr-ee z tng which usually

occurs in late spr Lng , wnen the t.emp er-a tur-e is above freezing

during the d ay and b eLcw freez1.. ng at nigh t., produces a very

coarse type of snow. During the thawing period, the smaller

grains malt more readJly than the larger grains. If a

mede-r a te amount of IDtJ.l:Glrlg occure, cher-e will be no appreciable

run-o.ff an d ne arLy all the thew water' will be d.1.str1buted in

a fairly even coating on tee remaiL:I.:ngg.cains.so "Ghat> when

freezing takes place, the size of the larger grains will be

greater' than at the 「・ァゥNョョZQイセァ of' the cycle. Thus the larger

grains grow at the exp en se of the smaller grains. In its

thawed condition this coarse type of snow Qセ ca11.ed "spring

snow"; when it is fl'ozen it l!3 called Iispring crustH 0

Wet Snow

1140 Th.6 molecular at.t.r-act.Lcne whioh occur at the sur-»

face of contaot between two liquids, or between a liquid and a. e/"s.pT.Jduce effects which appear to be due to a tension in

エNLィH[L[ZOHGlセ」・ of cont.a ct , This phenomenon is known as surface

tension. It acts at the alr-to-water surfaces of' water drops

and 」。オウセウ them to cling to solid objects wetted by the drops.

When a water drop wets sever-aj small grains, such as gr-af.ns

of 'sand, the forces due to surface tension draw the grains

to-gether. In wet snow, there are a large number of alr-to-water

surfaces, with the result tllat surface tension has considerable effect on the proper-ties of the snow and is largely responsible for the cohesion of wet snow.

115, The ュッオャ、ゥョセ properties of ウヲオセ、 afford a good ・クセ

ample of sUr'fac9 tenslon effectso Dry, very fine sand cannot

be moulded, but when it is dampened and pressed エッァ・エィ・イセ it

has considerable cohesion whteh gives it exceLLen t moulding

properties. However, Lf all the air r.n the sand is expelled

by flooding with water, there will be no 。ゥイMエッセキ。エ・イ surfaces

at which surface tension can act, Sand flooded with water has

no cohe e i.on but tends to flow like a l:tquid. 'lnus there is a

certain proportion of sand and water which gives maximum

cohe-i.on and optimum mouLdLrrg properties.

116. Grain size also affects the cohesion. If we

con-sider two equal volumes of sand, each wetted to give maximum

cohesion but each of different grain sLze , the s arid of finer

grains will eontain a greater number of surface "tension bonds

and will therefore have greater cohesion. For instance, there

is practically no cohesion in a pile of small pebbles. no matter what amount of water is used to wet the pebbles.

(28)

117. 'TIle sur-f'ac e ter.sior; c,f'fi-' r;;;; in Sj:.lOW are VtJry sImi

Laz-to those in sand. t.cose dJ. セZイNvjゥiG[ J:1& very 11t t Le cohesionセ =

in other words it is 、ゥヲヲQセオャエ セッ make a snow ball of dry snow.

On the other hand, slightly キセエ Zi.8W snow compo sed of 」イケセエ。ャウL

Which have a large number of slender br anche a , has high cohesion,

but if its feathery s t.ruc tur-e ZQセセ de s t.r-oyed by further melting

it will have ccnsfd6rably Le53 '':OhEL:d..on. Coarse spring snow

has rela. tively low cohe si on , an d slush has ーイセキエゥABL。ャャケ none.

1180 When s l : 1 y wet to moder at e'i y wet new snow 1s

pressed togethery the ヲセ rys'tals become broken and 1t e much closer

together. This greatly エョHセZイᄋ・dNb・ s the number- of'9u!face tellai on

bonds wit;;h the r-esu'l.t that t.he cohe ston becomes \i'ery much. greater.

1190 When moderate1y wet snow 1.8. subjected to high ーイHセウM

sure, mo st of the air arid S011H'" of' the wate!' is forred outセ and

the remaining water become s a thin fjlIn between the snow gr-at.n e ,

On release of the pressure, the fllm of water f'r-eezee and the

snow becomes very hard and icy. Lce may form in th.:i.s way

be-tween the wheels and tracks of track type vehicles and 6f'ten

precludes エィ・ィセ use on fairly wet snow" In some cases, nhe ice

cauaesexcesslve stretching or breakage of the trackso This

diffi.culty may be ellm111ated by the use of a flexible tr-ack =

such ;:....J it rubber track = which frees 1t self of the ice by

flexlngo

120. It should be noted that the rate of seepage of thaw

water through snow 1s very lowo In most cases the rate 1s be=

tween 0.3 and 2 inches per m1nuteo Hoar

121. Hoar crystals are similar to snow 」イケウエセQセU the

main difference b ei.ng that hoar- grows on fixed objects while

snow grows on dUBt p ar-t I c Les floating in the atmosphere0 S1.nce

hoar grows on objects that are usually fairly 1a1'g89 the ーイ・セ

sence of the object and of adjacent hoar crystals has an ゥョヲャオセ

enc e on the manner in which tile ci-yst a'l a grow and gives them

their char-acter-i at.Lc r crm ,

1220 Hoar which. grows on obje ct s above the snow surface,

such as trees, is called Hair hoar!!Q Its 」イケセエ。QX are usually

no llow hexagonal pri sms when i t grows slowly9 and 8]

needles arranged in a haphazard manner when it grr)1NS x'apicrty,

1230 A common form of hoar, "eur-t'ac e ho s.r ", grows on

the snow surface0 The cond; tions that promo t.e 1.ts growth occur

on clear nights wlth little or no wind v.nen the humidity of' the

air is high and the air temperature is higher than that of the

snow0 It often grows ョ・。セ open water. Its crystals are flat

(29)

be mistaken for freshly fallen ;5!")()W" SU1'face hoar crystals ar-e

often as Lar-ge a s 1/211 Hl1Q in a

f"£HV ca s e a crystals several

inches in eliameter- have been obSE11'Ved, If it is formed during

a ligh.t wind, the two si.de s mo st ne arLy p ar-a l.r e I to the wind

direction will be slightly Lorig ez- than the other s ide s ,

1240 Hoar a Lao gX'OW8 in eavities wi thin the

snow-cover-and is then called I!dEYOth he tI It, 1s セヲVョbイ。NャQカ found in air

' J

spaces 、ZQイ・」エNャセイ b e Low B hard old cz-ust 。ヲセL・iB a. lc,.'l.t, mode r-steLy

cold period wit..'10Ut thaws" Sini:.e 1t s ;:;;r'y s:::a18 grow very slow} y

they a'l.way s have solid 3ti!"faces. !U1d are e tthe r p La s or hollow

hexa.gona.l cup s •

125. 'I'here are some crystals of' old snow wb.lch are

analo-gous to hcar , althougp they BIte not: hollow like most depth hoar

crystals. They occur in the d e eper- p ar-u e oT the snow-cover- and

reach full development only after a fairly long period in whleh

the Lower- layers have not been subjected to meLtrng , These

cry-sta.ls are fairly c oar se and r-atrwr wealdy bonded together. 'l"hey

mayor may not have crysta,lline facets; in th e Bar-r-en s where

temperatures are quite low and calm c or.di td on s ar e rare, crystals with facets a.re the most commonG

R.ime

1260 Rime deposits are found not only on snowflakes but

also on vertica.l objects above エィセ snow surface and occasionally

on the snow surface0

1270 Rime is an accumulation of frozen water droplets

which generally requires a moderate to strong wind to promote

its r or-matLcn , For this r-ea son , rime deposits are umally h e av I»

est r.ear the top of vertical objects whereas hoar deposits,which are more fragile and grow in l1.ttle wind, are heaviest near the

snow sur-rac e , When rime is deposited dur i.ng a snow s t.orm, some

of the snowflakes become en t.rapp e d in the deposlt and give i t

the appearance of hoaru

NOMENCLATURE FOR SNOW

1280 セィ・ snow nomenclatures which ha.ve been used at

various t i.me s by meteor-o l.ogd at s , glaciologists. skt.er-s and others

ha.ve not been ゥセ complete ha.rmony, Occasionally the same ter:n

has been used by different groups, or in different localities, to describe entirely different forms of snow and this has led to a certain amount of confusiono

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