The program of research on building materials and structures, carried on by the

National Bureau of Standards, was undertaken with the assistance of the Central

Housing Committee, an informal organization of Government agencies concerned with

housing construction and finance, which is cooperating in the investigations through a subcommittee of principal technical assistants.

CENTRAL HOUSING COMMITTEE

SUBCOMMITTEE ON TECHNICAL RESEAECH

Walter Junge, Chairman. A. C. Shire, Vice Chairman.

Federal Housing Administration. United States Housing Authority.

Sterling R. March, Secretary.

Albert G. Bear,

Veterans' Administration.

Pierre Blotjke,

Federal Home Loan Bank Board (Federal Loan Agency).

Carroll W. Chamberlain,

Public Buildings Administration (Federal Works Agency).

Joseph M. DallaValle,

Public Health Service (Federal Security

Agency)

.

John Donovan,

Farm Security Administration (Agriculture).

George E. Knox,

Yards and Docks (Navy).

Vincent B. Phelan,

National Bureau of Standards (Commerce).

Edward A. Poynton,

Office of Indian Affairs (Interior).

George W. Trayer,

Forest Service (Agriculture).

Elsmere J. Walters,

Construction Division (War).

CHAIRMEN OF SECTIONS

Specifications Maintenance Mechanical Equipment

Carroll W. Chamberlain Charles Peters Robert K. Thttlman

NATIONAL BUREAU OF STANDARDS

STAFF COMMITTEE ON ADMINISTRATION AND COORDINATION

Hugh L. Dryden, Chairman.

Mechanics and Sound.

Phaon H. Bates, Gustav E. F, Lundell,

Clay and Silicate Products. Chemistry.

HoBART C. Dickinson, Addams S. McAllister,

Heat and Power. Codes and Specifications.

Warren E. Emley, Henry S. Rawdon,

Organic and Fibrous Materials. Metallurgy.

The Forest Products Laboratory of the United States Department of Agriculture is cooperating with both committees on investigations of wood constructions.

[For list of BMS publications and how to purchase, see cover page III.]
UNITED STATES

NATIONAL

DEPARTMENT OF COMMERCE • Harry L. Hopkins, Sccrcta, BUREAU OF STANDARDS • Lyman J. Briggs, Director

BUILDING MATERIALS

and STRUCTURES

REPORT BMS45

Air Infiltration Through Windows

by EUGENE F. COLEMAN and ROY H. HEALD

ISSUED APRIL 29 , 1 940

The National Bureau of Standards is a fact-finding organization;

it does not "approve" any particular material or method of construction. The technical findings in this series of reports are to be construed accordingly.

UNITED STATES GOVERNMENT PRINTING OFFICE • WASHINGTON • I94O

FOR SALE BY THE SUPERINTENDENT OF DOCUMENTS, WASHINGTON, D. C. • PRICE I O CENTS
Fo reword

The heat losses from a building may be viewed as arising from two sources: (1) those in which the heat is transmitted through the materials comprising the walls, roof,

and lower floor, thence by radiation, convection, and conduction to the outside; and (2)

those in which the cold outside air enters the building by means of cracks around windows

and doors, called infiltration losses. In most cases the larger part of the total heat loss may be placed in the former

classification, but a substantial part may also occur by infiltration. This report describes test equipment for measuring infiltration of air through windows and gives the results of measurements to determine infiltration rates for several

types of windows. In the work special emphasis has been placed on window types suitable

for low-cost housing construction.

Lyman J. Briggs, Director

[n]
Air Infiltration Through Windows

by EUGENE F. COLEMAN and ROY H. HEALD

C O N T E N T S

Page

Foreword ii

I. Introduction 1

II. Engineering practice 2

1. Heat-loss calculation 2

2. Wind pressure and speed 3

3. Selection of wind speed 3

III. Test equipment 4

1. General description 4

2. Meter timing equipment 5

3. Test-panel construction 5 IV. Test procedure and results 7

1. Genera] 7

ABSTRACT

Equipment for measuring the rate of infiltration of

air through the clearance openings of windows and

doors due to wind pressure has been developed at the National Bureau of Standards as part of the program

of research on building materials and structures. By

means of the equipment, tests were conducted on double- hung wood windows and light steel casements, types

frequently specified for low-cost housing construction.

Infiltration measurements were made for systematic

sets of clearance conditions, and correlations between amount of clearance and infiltration are given. The

results are summarized using a concise method for representing the relationship between air infiltration and test pressure. Relationships between average sash

clearance and infiltration at the reference pressure of

0.2 in. of water are given, and a general type of rela- tion between infiltration and pressure is suggested on

the basis of the test results.

I. INTRODUCTION

The leakage of air through the outside walls

of a building, including that arising from clear- ances around the movable members of windows

and doors, is frequently an important factor in

the problem of heating, cooling, and ventilating

the building. In addition to the purely thermal

effects of air leakage, or infiltration, the comfort

.which the building affords may be affected,

adversely, through the formation of direct

drafts and transportation of odors and dust to the interior. The thermal effect of air infiltration furnishes

a convenient index of its importance. AcceptIV. Test procedure and results—Continued.

2. Clearance correlations, double-luuig

wood windows 9

3. Clearance correlations, light steel casements 13

4. Correlation of infiltration and jjres- sure 10 V. Compara.tive results 18

1. Wood windows 18

2. Steel casement wiiirlows 20

VI. Summary 20

VII. Selected references 21

ed data imlicate that infiltration of cold air as a result of wind action may be responsible

for 10 to 20 percent of the total rate of loss of heat in winter in conventional detached resi- dences. Infiltration due to dift'erences in air density may be greater than that due to very

light winds. However, because of the variables and uncertainties associated with the

determination of density effects, it is customary

in calculating heat loss to neglect them (except

in the case of tall buildings, in which the "chunney efl^ect" due to differences in air density may

become large [1] ^) and to consider only the infil- tration resulting from the action of winds

having sufficiently high velocities to render the

action of density dift'erences relatively small.

In either case, all but a small part of the

infiltration in buildings constructed in accord- ance with good modern practice is due to leakage around the edges of the movable

members of windows and doors.

This investigation of air infiltration is con- cerned with windows, to the exclusion of doors

and other openings, since the total leakage

perimeter of the windows in a residential building is usually at least three times, and often

many times, as great as the leakage permieter

of the outside doors. As a consequence of the

importance of window infiltration in heating

economy, some users have formulated win1 Figures in braclcets occurring in tlie text indicate ttie numbered litera- ture references at the end of this paper. Additional refereuce.s are also given.

[1]
dow specifications [2] requiring either the direct

measurement of infiltration in the laboratory

or the measurement of the clearance spaces in the window.

The purposes of this program of research were

to develop equipment for conducting air infil- tration tests at the National Bureau of Standards, and to determine the relation between

infiltration and sash clearances for commercially available windows of types suitable for use in low-cost housing. Analysis of the results led to the development of a concise method of representing the relationship between air infil- tration and wind pressure for the various types

of windows included in the tests. Infiltration is only one of a nvunber of factors

aft'ecting the choice and use of windows. Other

pertinent considerations include ease of sash or ventilator operation, relative cost, structural

durability, and appearance. Therefore, the

residts given in this report should not be

regarded as indicative of the relative over-all

merit of the types of windows tested. In using infiltration data as a guide in design,

it should be borne in mind that, except in those

applications in which artificial ventilation is provided, there is no advantage to be gained by

reducing the infiltration in a building below an amount determined by the need of the occu- pants for fresh air, since if this need is not

satisfied by the existing infiltration, the air supply will be augmented by the opening of windows. Overemphasis on efforts to secure

the benefits of reduced infiltration by choice of type of window is also to be avoided, since low

infiltration rates may be obtained with almost

any type of window by means of special sealing

accessories.

II. ENGINEERING PRACTICE

1. Heat-Loss Calculation

Infiltration through windows and outside

doors is responsible for an important fraction

of the heat loss of a heated building in winter,

the remainder of the loss occiu-ring by thermal

conduction through walls, window-glass, roof,

and basement floor, and by heating-plant stack

losses. In the interest of economy it is not

unusual to install in a building a heating plant

with a heating capacity just sufficient to maintain a desired indoor temperature under as- | sumed conditions for maximum heat loss. In

designing a heating system it is necessary,

, therefore, to compute an expected maximum i rate of heat loss by transmission through the . various parts of the building, by the heating

plant, and by air infiltration. For this purpose a hypothetical set of conditions is considered, in which the desired

indoor temperature is usually taken to be in

the range 68° to 72° F, the outdoor temperature is assumed to have some low winter value,

| and a representative wind speed is chosen, f The method of selecting the outdoor temperaj ture and the wind speed differs among various

'

practices and is guided largely by empirical

considerations. Rules recommended by one

authority [1] state that the assumed outdoor

temperature shall be 15° F higher than the

lowest temperature on the Weather Bureau

record for the locality and that the assumed

wind speed shall be the arithmetic mean of Weather Bureau daily-reported wind speeds for December, January, and February in the

locality.

The use of such a method will generally yield a computed rate of heat loss smaller than that , due to the most adverse combination of weather i conditions. However, a heating plant designed

for maximun rate of heat output just equal to the computed rate of loss under the assumed

conditions might be considered adequate since

such abnormally cold and windy conditions occur rarely and persist for relatively short

intervals. When they do occur, the probability of demand for sustained overloads on the

heating plant is reduced by reason of the thermal

capacity of the building and contents. When

the indoor and outdoor design conditions are

selected, the respective rate of heat loss from

j the various parts of the building (walls, roof,

| and glazing) may be computed by multiplying

j the area of each included in the building by the

appropriate heat-transfer coefficients and the

temperature head.

The heat losses arising from the infiltration of air through windows and doors are determined in the same general way—first, by multiplying the crack perimeter of each window or door by the infiltration coefficient appropriate

to the type of window and to the selected wind

[2]
speed. The coefficients in this case are determined by laboratory tests in which a specimen

window or door is subjected to measured static

air pressures and the resulting air leakage

through the specimen is observed. Using values

of static air pressure, corresponding nominal

wind speeds are derived by means of a formula

discussed in the following section. The esti- mated rate of air leakage for the entire building,

based sometimes on the entire window and door

crack perimeter and sometimes on only that

part of it exposed directly to the prevailing

wind, is converted into equivalent heat loss by

multiplying by the specific heat ^ and density of

air and the temperature difference between the

indoor and outdoor air.

2. Wind Pressure and Speed

In using infiltration coefficients of windows

and doors, it is customary to assume the infil- tration under service conditions to be due only

to the pressure of the air when brought to rest

at the surface of a window or door, the surface

being supposed normal to the wind direction.

The impact pressure, g, at the center of a fluid

jet striking normally against an infinite plane

surface, in terms of the fluid speed, V, and the

fluid density, p, is equal to %pV'\ where the symbols represent values for a consistent system of

units. Standard atmospheric conditions—temperature 68° F, pressure 29.92 in. of mercury, and

relative humidity 50 percent—are used in esti- mating inffitration for heating-plant design, the

corresponding standard air density, p, being

0.07488 Ib/cu ft (0.002327 slugs/cu ft). This

value, which corresponds approximately to desired indoor temperature conditions rather

than average winter outdoor temperature conditions, is ordinarily used in the impact-pressure

formula. Using the value 0.002327 slugs/cu ft for p, the impact pressure in inches of water, q,

is related to the speed in miles per hour, V, by

the formula

2=0.000481

Since the impact-pressure formula based on

the standard atmospheric conditions just described is the one generally used in inffitration

! Mean specific heat of air at constant pressure=0.'24 Btu'lb.

work, that formula is used here and values of

the pressures corresponding to various wind

velocities computed from the fonnida are given

in table 1.

Table 1.Computed impact presmircs correHpoiul i mi tn various wind speeds (q = 0.00O/ifi 1 V^)

V ? V 9 V i

Miles per Inches of Miles per Inches of Miles per Inches of

fiour water hour vialer hour water

2. .5 0. 003 25 0. 301 50 1.20

5 . 012 30 .4.34 55 1.45

10 . 048 35 . 590 GO 1.73

15 . 108 40 . 770 05 2. 03 20 . 192 4.5 . 07,- 70 2. 3r,

Although the use of the coefficient based on

indoor temperatures leads to errors that are within the tolerances usually acceptable in engineering design, special applications of infil- tration data may call for the use of the coeffi- cient suited to local outdoor air conditions.''

3. Selection of Wind Speed

It is recognized that the sunple impactpressure formula may fail by a substantial

margin to give the wind pressure acting on windows under actual conditions, since the pressure on a particular window is dependent on the

design of the building, on local wind conditions,

and on the location of the window in the wall. Tests of models in the w^nd tunnel [3] indicate

that pressures may occur ranging, for example,

from a negative value of 0.8q on the leeward

wall of a building to a positive value of about

l.Oq on the windward wall of a building when

the wind direction is normal to these waUs and

when the pressures are referred to the static pressure of the undisturbed wind. Since the

values of these pressures are additive, the effec- tive pressure tending to cause air to enter openings at the windward side of a building and

leave through openings at the leeward side may

be almost twice as great as the impact pressure

q=y,pV'.

In recognition of the arbitrary character of

design conditions, it is customary in computing

3 The value of p will differ somewhat from that used in the formula, depending on locality. For example, for air under a typical set of outdoor

winter conditions, temperature 32° F. 29.61-in. barometric pressure, and

50-percent relative humidity, the air density would be 0.080 60 Ib/cu ft (0.002 505 slugs/cu ft) , leading to the replacement of the coefficient 0.000 4S1

in the formula by the coefficient 0.000 518. This value corresponds to an increase of 7.7 percent in the impact pressure for a given wind speed,

or a decrease of 3.75 percent in the wind speed for a given pressure.

[3]
I'lGUHK 1. — 7'(.s< (qui pilicill.

local air infiltration losses to make empirical

allowances for the effects of building shape and

of wind conditions.*

III. TEST EQUIPMENT

1. General Description

The infiltration test equipment developed in

this project is of the single-chamber type [4], air from a gasholder being admitted directly to the pressure chamber through a pipe line. Valves for adjusting the rate of flow, together

with means for metering the air and indicating

the applied pressures, are provided.

^ A typical set of rules called for the use of the average wind speed for the three coldest months of the year in the locality. The following

instructions regarding selection of sash perimeter were included: "In no

case should the amount of sash perimeter used for computation be less than half of the total in the outside walls of the room. Thus, in a room

with one exposed wall, use all the sash perimeter; with two exposed walls, use the wall having the greatest sash perimeter; but in no case use less than half the total sash perimeter. For a building having no partitions, whatever wind enters through the cracks on the windward side must

leave through those on the leeward side. Therefore, use one-half the

total sash perimeter for computing for each side and end of the building,"

[IJ

The specimen window is mounted in the re- movable panel of the pressure chamber shown

in figure 1, with the outdoor face exposed to the

air pressure in the chamber. Positive pressures, adjustable up to 2 in. of water, are

applied, the indoor face of the window being

exposed to the atmospheric pressure of the room. After steady air-flow conditions have

become established, the volume rate of leakage

of the window is equal to the rate of flow of air through the meter for the pressure difference

between the chamber and the room, which is measured on a manometer. A control valve in

the pipe line provides accurate adjustment of pressure, up to a maximum determined by the

leakage characteristics of the window, the resist- ance of the pipe line, and the pressure developed in the air source. Standard 3-in. pipe and fittings are used for conducting air from the holder to the pressure

chamber, which is constructed of 24-gage galvanized iron with an angle-iron frame. The

dimensions of the chamber, shown in figure 2,

[4]
are 6K by 8)0 by 2 ft. All joints are tightly

soldered or sealed to prevent leakage other than

that through the test specimen. The volume

rate of air leakage is determined by means of a

calibrated dry test gas meter of the direct readFiGURE 2.

Pressure chamber.

ing displacement type, provided with a special

timing device.

The storage source of air is a water-seal gasholder, having a capacity of 60 cu ft, to which

air is supplied by a rotary positive-displacement

|! compressor of 13.5 cu ft/min capacity. With

the bell fully weighted, the gasholder stores air at a pressure of about 10 in. of water. The

flow of air is regulated by means of a 3-in. butterfly valve, the settings of which can be

made rapidly and reproducibly by means of a

long index arm. To avoid possible uncertainties in metering due to pulsations, the compressor is not operated while infiltration measurements are being made. Pressures in the

chamber are indicated on a calilxatcd i/iclincdtube manometer reading to a maximum pres- sure of 3 in. of water and graduated to 0.01 in. Although, in most cases, pressures are adjusted

to even hundredths of an inch while vohjinc

readings are being taken, it is possible to icad

the manometer to 0.001 in. Taking 0.001 in. as the limit of precision, the precision of reading the lowest pressure used in the tests (0.05

in. of water) is about 2 percent.

2. Meter Timing Equipment

The displacement gas meter indicates total volume of air transmitted, and hence must be

calibrated and timed accurately in determining

the average rate of infiltration. One revolution

of the large hand of the meter corresponds nominally to a displacement of 10 cu. ft. and might be

timed with acceptable accuracy by the use of a stop watch. In the Bureau equipment, where a

large number of tests was anticipated, a semiautomatic method was used wliich was quite accurate and facilitated the work.^ The wiring

diagram for the timing system is shown in figure 3.

3. Test-Panel Construction

Because of the requirement of low spurious

leakage, the sealing of a specimen window to the

pressure chamber is an important step in the

test procedure. Published test data mdicate

that the leakage between ^\'indow frame and

wall is relatively very small in modern newlj^

constructed buildings and that it can be added

to the sash leakage, so that the two can be

determined by separate tests and then combined

without error [5]. Accordingly, sash leakages

only were determined in these tests, the frames

of the specimen windows being sealed tightly

into panels. Since the installation was not intended to simulate wall construction, it was

' A sensitive platinum-point electric contactor, normally open, is mounted on the edge of the dial of the pas meter so that a momentary

contact is made by lisht mechanical pressure from the test hand once

each revolution. Since the current flowing is only a few microamperes, contact-surface difficulties are absent. A low-lag relay system employing

a small grid-glow tube and a telephone relay- is controlled by the gas-meter

contactor, so that it supplies energizing current to the electrically operated

clutch of a synchronous timer controlled by a standard frequency signal beginning at the first momentary contact. The clutch is deenergized by the relay system at the moment of the second contact. Thus the synchronous timer indicates the time required for a nominal air-flow volume of 10 cu ft. The action of the relay system is semiautomatic.
ioo

ohms

Figure 3.

Meter timing circuit.

D, 45-volt dry B battery. E, 22..5-volt dry B battery. M, contactor mounted on displacement meter. P, 10,000-ohm potentiometer, 25 watts; set by trial, to approximate resistance 3,000 ohms. Q, R, S, midget toggle switches. Plate supply switch R must remain open at

least 30 seconds after main switch Q is closed, to allow cathode of tube

to come to operating temperature. Switch S is normally in position 1, and is thrown to position 2 just after the first meter contact has been made. F, grid-glow tube, type 885 (RCA). TF, 1,000-ohm telephone

relay coil, li'i, W2, relay contacts, normally open. Z, a-c clutch coil of electric timer. , i^,, made airtight, except for leakage around the

movable members of the specimen. Lines of juncture of the panel and window frame were

sealed and were, as far as possible, made identical in location with the junctures of the outside

wall surface and the window frame in usual

building construction. Thus, the test results represent the leakage chargeable to the window

alone and are not subject to uncertainties asso- ciated with quality of workmansliip in mounting

and sealing the window in a wall. The construction of a test panel and the pro- cedure in mounting a window in it were as

follows. A flat frame of 2- by 4-in. stock having

the same outside dimensions as the flange of the

open face of the pressure chamber was assembled, using bolted half-lap joints at the corners, and 2- by 4-in. flat framing was built inside

this frame with spacing such as to enclose the

window frame snugly. A drawing of a completed frame is shown in figure 4. In mounting,

the test-panel frame was placed horizontally on

supports, and the window frame was lowered

into the inner space in the frame provided for

it, with the outdoor side up, so that its weight was supported by the outside trim of the window frame, or for casement windows by the

metal flange. Pieces of }^-in. Masonite "Presdwood" or similar sheet material were fitted into

place, glossed sm'face up, on the upper sui'face

of the test-panel frame, to close the remaining

open space around the window, and nailed down

to the frame. The joints between the sheet

material and the window frame were sealed by

applying, while hot, an asphaltic compound

developed at the Bureau for this purpose.^

Figure 4. —Test panel.

» This compound was developed to satisfy the requirements of imperviousness to air, ease of application, freedom from flow and brittleness in the temperature range 40° to 100° F, and moderate cost. Several commercially available sealing compounds were tried before the development was undertaken. The composition of the compound used was as follows: Percent by

weight Commercial road asphalt (standard penetration 51 to 60 or

85 to 100) 52.5 Pure milled crepe rubber 2. 5 Household-type paraffin (melting point 118° to 125° F) 6.

0

Earth filler: any clay or ceramic powder, 100 mesh or finer-. 39.0

Total 100.0

For preparing the compound, the rubber is used in solution in crude

benzol, 0.13 lb of rubber per quart of solution. The asphalt is melted to about the mobility of paint and the rubber solution is added slowly with

stirring, the heat supply being adjusted to prevent too rapid boiling. Air is slowly passed through the mi.xture and heat applied until the benzol fumes are no longer detectable. Paraffin and filler are added, the filler being screened before use. The mixture is stirred vigorously and cooled quickly by placing it in moving air. It can be stored in the solid condition, and used after slow reheating to any convenient consistency for pouring. The proportion of the earth filler may be changed as desired,

to alter the fluidity of the compound.

]
The panel was completed by covering the surface with two coats of aluminum paint (2}< lb of aluminum-bronze powder per gallon of com- mon spar varnish), which sealed over the smface

of the sheet material as well as the asphaltic

compoimd. Painting was found to be neces- sary because of appreciable air leakage through

the unpainted fiberboards. The flanged mouth

of the pressure chamber was provided with a

flat gasket of ji- by 4-in. sponge rubber, against

wliich the painted surface of the test panel was

tightly clamped. Figures 5 and 6 show two

finished test panels.

In testing for spurious leakage, the mounted

window was sealed over with a sheet of rubberized fabric. The spm^ious leakage rate measured under this condition did not exceed 0.20 cu ft/min at a pressure of 1.5 in. of water for any of the specimens tested, corresponding approximately to 2 percent of the smallest infil- tration rate recorded in the tests.

IV. TEST PKOCEDURE AND RESULTS

1. General

Differences in actual dimensions of windows

of the same tj])e and stock size give rise to lack

216067°-^0 2 [7]
Figure 6.

Double-hung wood window

mounted in test panel. The face of the panel showing in the photograph is exposed to the atmosphere during test.

of agreement between the results of infiltration

tests, some reported variations being of the order

of 100 percent [5]. Substantially all this variation can be traced to differences in width of

the gap between stationary and movable members of windows, and it is recognized that test results on windows in wliicli clearances are not

accurately Imown or are subject to variation

during test have small value for comparative

purposes. Referring the infiltration measure- ments to fixed clearances measured at the time

of the test would be expected to reduce the

uncertainties which are due to indeterminate

clearances.

In order to determine the effect of sash

clearance as a factor in window infiltration, some investigators [5, 6] have conducted infil- tration tests on windows for a number of graduated clearances, and in some cases, using

double-hung wood windows [5], the tests were

conducted with the sash unlocked. Under this condition the sash clearances during the test are indeterminate and have variable values,

since both the air pressure and the friction at the edges of the sash control sash motion.

Irregularities found in curves of infiltration

plotted as a function of test pressure with the

sash free indicate that, for this condition, accu-
5ca/e: 1"= /7" Scale: /"= S"

A

a ]

Sect/on B-B

B

Section C-C

'

Figure 7.Detail drawmq of double-hung wood ivindows used in this investigation.

Gaps measured with feeler gages for computation of average clearances are shown as follows: E, edge clearance; F, face clearance.

rate control of sash clearances is not realized.

The present tests indicate that even with accurate control of sash clearances and accurate

gauging, it is difiicidt to obtain precise agreement of infiltration values for duplicate windows of some types.

In outlining the work of this project it was

believed that a correlation of infiltration with

clearance widths, under controlled and accurately measured clearance conditions, was desirable. A program of tests was conducted ac- cordingly, using two common types of windows:

plain double-hung wood windows and light

steel casements.

2. Clearance Correlations, Double-Hung

Wood Windows

The clearance between the sash and the

frame in double-hung wood windows can be

specified by two quantities representing aver- ages for the window as a whole—the average

clearance between the sash edges and the parallel inner surface of the wmdow frame, and the

average clearance between the faces of the sash

and the corresponding surfaces of the stops and

parting strip. Tliese two quantities are re- ferred to in this report, respectively, as the edge

clearance and the face clearance, and are illus- trated in figure 7, which also Ulustrates the

details of design of the double-hung wood windows tested. Other workers have used the

term "crack" to denote the edge clearance and

the term "clearance" to denote twice the face

clearance.

The commercial description of the windows

follows:

Window.—Sash 1% in., with check rail. Twelve

lights, each lOX 14 in., back-puttied, glazed with S.S.B. window glass. Opening 2 ft 1034 in.X5 ft 2^ in-

[9J
stiles and top rail 2 in., bottom rail 3 in., check rail 1 in. Bars Yie, in. between glass, %6 in. over-all. Frame.—One-pulley frame for 2X4 in. stud, with

drip cap. Outside casing P/8X4y2 in. Sill and subsill.

Sill l%X4}/2 in., parting stop YiXfi in., stool 1^ in., blind stop % in. Baltimore opening, 2 ft 10}^ in.X5

ft 214 in. Since it was desired to have the gap widths

during the tests accurately defined, the test specimens were arranged so that the clearances

could be varied and measured, but held fixed

during any one test. Three stock windows, of

standard opening 2 ft 10}^ in. by 5 ft 2)i in., were supplied by the National Door Manufacturers' Association; two were used in the correlation tests and the third was used for comparative tests under conditions in which the sash were unlocked and free to move between the

stops. For the fixed-clearance tests the windows were mounted in test panels as previously

described, and the inner strips and partingstrips, which act as sash stops, were removed

and drilled to receive wood screws with which

to refasten them in the frames. They were

also drilled to receive macliine screws which

served as adjustable stops for setting and

maintaining face clearances appro.ximately

equal to the indoor and outdoor face-clearance gaps. Similar machine screws, passed through

frame jamb members and meeting the sash

edges at various points, allowed approximate

equalization and maintenance of the edgeclearance gaps around the sash. Adjustment

of face clearance was obtained by inserting

prepared parting strips of suitable widths, and

edge clearances were varied by planing material from the edges of the sash—in each case, with appropriate resetting of the machine

screws in the frame.

The clearances were never constant around

the sash perimeter even when the adjustments were made with great care, and feeler-gage

measurements at intervals of 1 in. along the

sash perimeter were made in order to secure

reliable average clearance values. The variation of clearance width along the sash perimeter

is illustrated by the typical set of measurements

given in table 2. The clearances were measured by means of

feeler gages inserted at 1-in. intervals around

the perimeter of the sash, and along the meeting rail, from both the indoor and the outdoor

Table 2. —Variation of clearance along n portion of a

sash perimeter—illustrative data for a doiihle-hung

wood window

[The data are from feeler-gage measurements of the indoor face clearance along a side of a sash member in one of the double-hung wood windows

used in this investigation. The numbers in the table denote the feeler-gage stations, which were

spaced 1 in. apart along the sash perimeter. The manner of gaging make.s

it necessary to give ranges within which the actual clearance gap width may lie, rather than the actual value of the width.]

Range of gap width

0.0156 to .0312 in. 0.0312 to .0469 in. 0.0469 to .0625 in. 0.0625 to .0937 in. STATION NUMBERS

12

34

5

6

78

910

1112

1314

15

16

171819

20

2122

23

24

25

2627

28

2930

31

sides. Access to the edge-clearance gap for gaging was obtained by temporary removal of sash guide members. A set of brass feeler gages % in. wide, having blade thicknesses of

0.0108, 0.0156 0.0312 (ji^), 0.0469 (%4),

0.0625 i'U), 0.0937 (^2), and 0.1250 (Ys) in. was used. In gaging, the thinnest blade was

tried at each station in turn, the number of stations admitting it being recorded. The procedure was repeated using the next larger gage,

and each of the other gages in succession.

From these data the fraction of the total gaplength (the length of clearance opening around

the entire sash) admitting each blade was computed. When the resulting values of the

fractional gap-length are plotted against the

corresponding gage-blade thickness, the area below the resulting curve gives the linearly

interpolated average value of the clearance.

10
The average clearance values were obtained

using this principle, but instead of graphiciil

determination of the areas beneath the curves,

a corresponding formula based on Simpson's

rule was used. The observed values of the

fractional gap lengths were inserted directly in

this formula/

The formula was used to determine sep- arately the edge clearance, the face clearance

of the indoor side of the sash, and the face

clearance of the outdoor side. The latter two

average clearances, denoted the indoor and the

outdoor face clearances, were combined into a

single quantity, called the face clearance of the

window, in a manner intended to accord approximately with the conditions of the air flow

through the clearance spaces. This was ac- complished by computing the reciprocals of the

indoor and outdoor face clearances, averaging

the two, and taking the reciprocal of this aver- age as the desired average face clearance. The

type of average used is here denoted a "reciprocal average."

It is clear that a simple arithmetical average

of the indoor and outdoor face clearances would

not provide a correct basis for a correlation of clearance conditions with infiltration, since

such an average would give equal significance

to a very narrow and a very wide clearance gap

in series in the flow. Actually the wide gap

must have far less effect on the total resistance,

which determines the flow at a given pressure, than does the narrow gap. The theory of flow

through narrow channels which is based on the

assumption of laminar flow [7] indicates that

the type of average for the widths of series channels which is uniquely correlated with the

rate of flow is based on the average of the cubed

reciprocals of the component gap widths. A

first approximation to this reciprocal-cube average, adopted because of the considerable saving

in time of computation, is the reciprocal average

described in the preceding paragraph. Computations indicate that, in the range of dunensions encountered in the windows to which this method was applied, the maximum deviation

' The formula derived for the average clearance K in inches, based on measurements with the feeler gages described above, is

i:=0.0054+0.0078pi+0.0102p2+0.0156p:)+

0.0156p4+0.0234p5+0.0312p6+0.0]56p7, where pi is the fractional gap-length admitting the thinnest gage, that admitting the next thicker gage, etc.

of the reciprocal average from (iic rccipior'alcid)e average was 3.8 percent, while tlie nuiximum deviation of the arithmetical average was

8.7 percent. Although comparison of computed data with the test data indicates I hat

the simple theory of chaimel leakage based on

the assumption of laminar flow does not exj)liiiti correctly the fuU range of data on window in- filtration obtained in this investigation and that

the assumption of laminar flow is somewhat

arbitrary, the procedure adopted for reducing

the two face clearances of the double-hung

wood windows to a single average value is believed to supply a more consistent basis for correlation with infiltration rates than would

an arithmetical averaging method.

A typical set of feeler-gage observations for face clearance on a double-hung wood window

is shown in table 3 as they would be recorded

in the laboratory, together with an illustrative

outline of the method of computing the reciprocal-average face clearance from the gage data.

One window of this series was used in developing the test procedure; and as a result of planing down the sash edge in large steps during

the development work, an incomplete set of data was obtained for this specimen. Infil- tration measurements were made on this window for 14 edge- and face-clearance combinations and for a number of pi'essures up to a, maximum of 0.7 in. of water; but, because of the incomplete form of tlie data, it was used

only in checking the I'esidts obtained for the

other two specimens.

Using another window of the series, five edge

clearances were established, and for each edge

clearance tests were made for at least four face- clearance settings. The infiltration was measured for five pressures in the range of 0.16 to 0.24 in. of water for each clearance condition,

and the infiltration rates corresponding to a pressure of 0.20 in. of water were interpolated

from plots of the data. The infiltration rate

for a pressure of 0.20 in. of water is called the

reference infiltration for a particular clearance

condition, and is used subsequently as a specification of the inffltration behavior of the test window under that clearance condition. This

simplification was used since it was found that

the curves of infiltration plotted against pres- sure had substantially the same shape and were

[11]
Table 3.

Illustration of procedure used in recording

feeler-gage data and cotnputing average face clearance

for a double-hung wood window

[The data are from a typical set of measurements on one of the double- hung wood windows studied in the present investifration]

Clearance region Number of sta- tionsGage thicknesses, inches

Sash Side 0. 0108 0. 0156 0. 0312 0. 0469 0. 0625 olTDOOR

Upper

(Left 31

3134

3131

Gage counts

15

1034

79

14

634

3

2

9 2 Right

Lower..

ITop

/Left

32 17 8

\Right

Totals (A) Formula coefficients" (B). Products (AXB)168 75

0. 0078

. 585

59

0. 0102

.602

41

0. 0156

.640

19

0. 0156

.296

8

0. 0234

. 187

Sum of products, 2.310. Divide by crack length (158 in.) : 0.0146. Add first formula coefficient" (0.0054) for clearance: 0.0200 in.

INDOOR

Upper

[Left 30

3034

3232

34

Gage counts

2030

90

211

1830

4 Right 20 6

Lower

(Top

(Left might

(Bottom 4

Totals (A) 192 72 56 20 6 0 Formula coefficientsi' (B). 0. 0078 0. 0102 0. 0156 0. 0156 0. 0234 Products (AXB) _ _ . . 562 . 571 .312 .094

Sum of products, 1.539. Divide by crack length (192 in.): 0.0080. Add first formula coefficient" (0.0054) for clearance: 0.0134 in.

Reciprocals of the outdoor and indoor face clearances: 60.0, 74.6. Average

of reciprocals, 62.3. Reciprocal of latter gives desired "reciprocal- average" face clearance: 0.0160 in.

» The formula coefficients referred to are those given in footnote 7 of the

text.

reducible to a type form with reasonable accu- racy by the application of a constant factor to the vertical scale. The procedure is discussed

in detail in section IV-3 of this report.

The results of the tests on the second window are shown plotted in figure 8, where the

reference-infiltration face-clearance curve has

been drawn for each edge clearance. Some of the data obtamed using the other two windows

have been plotted for comparison.

Data giving the relation between infiltration for the fixed-sash condition and the free-sash

condition, represented by a closed unlocked

window, were obtained using the third specimen.

By means of adjustments similar to those made

in the case of the second window, clearance

conditions were set up for this window approximating those represented by the term "average

practice" for double-hung wood windows.

The "average practice" conditions, determined as a result of field surveys [5], correspond

to 0.0625-in. edge clearance and 0.0234-in.

face clearance. After data for plotting an

infiltration curve had been obtained for the

sash-free condition (that is, sash not locked or centered), the sash were locked and centered

as in the tests on the second window and infil- tration measurements made under controlled

clearance conditions. The gage measurements

given in table 4 are illustrative of the uncertainties encountered in obtaining desired clear- ance conditions with the sash free. ^

Table 4.

Measured average clearances with sash free and fixed—double-hung ivood window No. 3

Sash free Sash fixed

Face clearance . Edge clearance. ... Reference infiltration

-.inches..

.- inches. eu ft/min.

0.021 .064

26. 7

0. 025

.060 29.6

Figure 9 shows infiltration curves for the

fixed-sash condition and the free-sash condition.

Since the fixed-sash clearances could not be

accurately duplicated with the sash free, it is impossible to ascribe the difference between the

measured infiltration rates for the two conditions entirely to the eft'ect of the permitted sash

motion. However, these tests indicate the

order of magnitude of thedift'erence in infiltra tion

behavior to be expected between the two conditions. For example, the test results show

that, although the greatest difference in clear- ance between the two conditions was about 20

percent and, therefore, unlUvely to be responsible for any very great dift'erence in infiltration behavior, the measured infiltration for the sashfree condition was only about 5 percent less than that for the fixed-sash condition at the

reference pressure of 0.200 in. of water. At

higher pi'essures the relative difference in infii-

^ In the case of the sash-free condition, it was found impossible to obtain

consistent clearance data by the method of gaging used in the tests on windows with locked and centered sash, since any very slight motion of the sash in the space between the stops as a result of gage contact might

entirely change the distribution of clearances and thus affect the averageclearance results. Hence the clearance data given for the sash-free condition were obtained by dividing in half the "aouble clearance" measured

with the feeler gage when the sash was displaced by pressure of the hand

until it rested against the frame members which limit its motion.

[12]
Figure 8.

Effect of face and edge clear- ance 011 reference infiltration—double- hung wood window No. 2, sash fixed. (Sash perimeter 19 ft.) The points plotted for comparison are as follows:

.1, double-hung wood window No. 1, sash fixed, average edge clearance 0.004 in. B, double- hung wood window No. 3, sash fi.\ed, average

edge clearance 0.060 in. C, double-hung wood window No. 1, sash fl.xcd, average edge clearance

0.027 in.

I

I

60

40

20

Cefgc c/earan

.OS5" y^.072"

/ /{a

5 ^^^^•

^— /^fit: II ^ .055

B -

// /

// '-©7 /

.029"

9-

•

/i *

trations for the two cases was larger. The

relatively close agreement in the data for the

fixed and free sash at reference pressure might,

however, not be found with clearances widely

different from those set up m these tests.

c 02 A-4 0.6 Prt^ssare - /n. kvcffer Figure 9.

Comparison of infiltration curves using fixed and free sash—double-hung wood window No. S, "average practice" conditions.

A, sash fixed; B, sash free.

.02 .04- .06

Face C/earance — /nches

3. Clearance Correl.vtions, Light Steel

Casements

Steel casement windows have been stnnda,rdized by manufacturers as to general design and

as to the weight of the rolled-steel members

from which they are fabricated. The struc- tural-member size designated as "light" is the

most widely used for casement windows m lowcost housing construction. The general design

of these windows provides two weathering contacts, but since these are not independently

adjustable as in the case of double-hung wood

windows, a smgle average clearance may be

used to specify the clearance condition of a window of this type.

The original clearance of a light steel case- ment in service may become altered by deformation of the structural members or lotlgement of solid matter along the weathering

contact surfaces. Resulting clearance conditions may be simidated approximately for the

measurement of air leakage by placing shims

against the weathering contact sm-faces in such a way that when the window is closed

and fastened the average clearance is in- creased from that corresponding to the origi-

[13]
3ca/e: Sca/e:

1^"

A

°-

3

^ ~i 3 3

A °

Section AA

Sect/on 3-3

Fixed member

Figure 10.

Detail drawing of the light steel casements used in this investigation.

Gaps measured with feeler gages for computation of average clearance are shown at points C.

nal locked-sliut position by a desired amount.

The two specimen windows used in these

tests were Kgiit steel casements suppHed

through the Metal Window Institute. The

details of their design are shown in figure 10. The two test specimens are of the "hght casement

housing window" type, 3 ft. in. by 4 ft. 4% in. overall, and are designated type 4418VC with vertical muntin omitted. They are three lights wide with glass

widths of approximately 8 in. at the two sides and Ki

in. at the center. In height there are four lights, each approximately 12 in. The vertical center portion is the ventilator and is side hinged to open the full heiglit of the unit. The casements are constructed of solid hot-rolled

steel sections designed for manufacture of casement windows. The framing and ventilator bars are 1 in. deep front to back and Yi in. thiclc. Muntins are approximately % in. in depth and on the face. The ventilator meets the framing members with a continuous two-point flat contact extending around the

ventilator. Two extension friction hinges are used. For locking, the ventilator is equipped with a cam

handle. Glazing is with single-strength grade B window-glass set in bed and face putty and held by spring- wire glazing clips. The shims for setting the desired clearances were sheet-brass strips of various thicknesses,

Yi in. wide, placed between the indoor weathering contacts in at least two locations on the

locking-handle side of the ventilator. The

method of gaging was similar to that previously

described for double-hung wood windows. The

gage was a standard machinist's set having a width of about three-eighths inch.^ The blade

9 The set of gages used with the double-hung wood windows and

described in section IV-2 of this report was found unsuited for use with

the steel casements because, in order to meet desired accuracy tolerances, a set of gages proceeding by smaller intervals of thickness was required. The gage described above was therefore selected. The formula for computing the clearance, K. using this gage, is—

i4:=O.O025-f-O.0O5 (pi-fP2-(-p34- . . . ). The symbols here have the same meanings as those given in footnote 7.

[14]
thicknesses used were 0.005, 0.010, 0.015, 0.020

in., etc., each blade being inserted between the

edge of the ventilators and the frame until a

blade was found which would not pass at any

of the gage stations marked at 1-in. intervals

around both the indoor and the outdoor surfaces of the ventilator member. The number

of stations at which each gage was admitted was

recorded separately for indoor and outdoor window surfaces and for the four sides of the ventilator. These sides will be referred to as top,

bottom, hinge side, and locking-handle side. The method of averaging the clearance data

so as to obtain a single quantity characterizing

the clearance condition of the window was

developed on the basis of the flow-resistance

conditions for narrow channels in series [7]. In

this method the average clearance was first computed, in the manner described in section

IV-1, for each portion of the ventilator separately, that is, top indoor, top outdoor, hinge

side indoor, hinge side outdoor, etc. The clear- ances for two corresponding contact surfaces

directly opposite each other through the window, for example the top indoor and the top

outdoor surfaces, were combined by computing

the reciprocal of the average of their respective

reciprocals, thus obtaining in this case an average clearance for the top of the window. The

resulting figures for the four boundaries of the

window, weighted by the crack length of each, were then combined to give the mean clearance

for the window as a whole. A numerical example is given in table 5. The infiltration- clearance plots which were made using the

reciprocal-formula average of the indoor and

outdoor clearances at each station show some- what smaller average deviations of the data

than those made using the arithmetic average.

Infiltration measurements were made for vari- ous pressures in order to plot the infiltration- pressure curve for each clearance condition of each specimen window. The clearance conditions included the original unaltered clearances

of both windows when locked, and five clear- ances set by means of shims, for each window.

The infiltration at a pressure of 0.20 in. of water was interpolated on the infiltration- pressure curves, as in the case of the doublehung wood windows, and was used as the

rejerence infiltration for a specified condition in

the computations. When the values of refer- ence infiltration and clearance were plotted, as shown in figure 11, substantial agreement of

the data for the two windows was observed;

and for this reason the curve has been drawn

to represent the entire set of data points obtained for both specimens. The avei age deviation of the values of the reference-pressure

infiltration from the corresponding values given

by the smooth curve is 5.5 percent, based on

the data obtained for both windows.

Table 5.

Illustration of procedure used in recording

feeler-gage data and compuiing average clearance for a

steel casement window

[The data are from a typical set of measurements on one of the light

steel housing casements studied in the present investigation]

Clearance region

Surface

Outdoor.

.

Indoor___

Side

fTop„_..

I Handle-,

1 Bottom.

I Hinge - _

iHandle..

I Bottom.

(Hinge ..

J2 a

61^

Gage thicknesses, inches

0. 005 0. 010 0. 015 0. 020 0. 025 0. 030

Gage counts

g s at«o

o

Eh

Region

clear- ance'

m.

0. 0031 .0133 .0208

. 0094

.0034 .0062

.0107

.0061

Comijutation of reciprocal-formula average clearance from the region clearances given above:

Combined

clearance

region

Reciprocals of region clearances Average of reciprocals, A

Reciprocal of averages, IM

Region

weight,

t

L

(IM)Xi

Outdoor Indoor

Top

Handle... Bottom

Hinge.Sums

323

75

48 106

294

16193 164

309

118

71 135

0. 0032

.0085

.0141 .0074

33993297

261

0.106

.842

.451 .718

2.117

Dividing the aggregate weighted recijirocal-average clearance (2.117) by the total of the region weights (261), the reciprocal-average clearance

for the window as a whole is obtained: 2.117/261 =0.0081 in.

» Found by use of the formula given in footnote 9 of the te.\t. Illus- trating: For a gage count tii(;i] nf IiiS, and a region length (that is, number

of stations) of 50, the region clrarance is 0.0025+0.005X108/50 = 0.0133 in. Consists of total crack length of region for both surfaces, that is, the sum of the number of stations on outdoor and indoor surface of the region.

In investigations at other laboratories in which shimmed clearances were set up [6], a somewhat dift'erent method of denoting clear- ances has been used, the thickness of the shim

inserted between the contacts of the locldnghandle side of the ventilator being given du-ectly

as the clearance.

[15]
.5:

20

1

o /o

O /

o/o

/ 3

•

•

o

- W/nc/ow No. / - W/nc/ow No. 2

Figure 11.

Effect of clearance on ref- erence infiltration—light steel case- ments. (Sash perimeter 11 ft.) The curve was drawn for all the points obtained

for both specimens.

O .O/ .02

C/earance — /nches

This definition of clearfince assumes the

straightness of the members and imiformity

of the clearance for the entii'e periphery of the

ventilator. Distortion of the members may

take place in the forming process or in fabricating the frame. Such irregularities, although

usually controlled by gaging and adjusting at the factory, may be sufficiently large and nu- merous to represent an appreciable fraction of

the average clearance. In addition, the ge- ometry of construction of hinged ventilators,

as in the case of a hinged plate, is such that

opening the ventilator gives rise to nonuniform

craclv width. For example, in a partly open

side-hinge ventilator the top and bottom gaps

are approximately trapezoidal while the hingeside and handle-side gaps may be represented

by rectangles having unequal areas. For these reasons it appeared desirable to use average

values based on actually measured values of crack width rathei' than values of shim thickness. Figure 12 gives average clearance measurements made on one of the windows and

figure 13 gives a comparison of the average

clearance for the entire perimeter of both windows with those obtained by the same method

for the open sides only.

4. Correlation of Infiltration and

Pressure

In computing infiltration, it is desirable to have data relating both wind speed and sash or ventilator clearance to infiltration, since both of these factors are subject to variation. The

relation between wind speeds and the static

pressures used in laboratory infiltration tests has been discussed in tliis report. In addition,

relationships between static pressures applied

to windows in laboratory test equipment and

the resulting air-leakage volume must be established. Because of the presence of so many

variables, simplification of the expressions

representing window performance is desirable

as a means of reducing the number of steps in

heating-load computations.

Attempts have been made to represent the

experimental infiltration-pressure relationships

using mathematical formulas. The results of many tests indicate that the type of curve pre- dicted by the theoretical formula for orifice /= constant xVP)

cannot be made to represent the data over the

full range of pressures ordinarily used. Tliis is also true of the formula for capillary flow

[16]
hi ms

Figure 12.Schematic drawing showing one distribution

of measured clearances for a light steel casement.

V'alues shown are averages for indoor and outdoor weathering contacts. The over-all average clearance for the window was 0.025 in. /— constant X^*,

where / represents the infiltration and p represents the pressure. Most of the infiltration- pressure curves examined in the course of the

present investigation were found to have shapes

intermediate between those of the linear and

the square-root theoretical curves. Sigwart

[8] represented the relationship using expres-

; sions of the form /=0p", where n has a value in

the neighborhood of 0.75. Such a formula is somewhat inconvenient to use. To simplify the presentation and use of the

infiltration-pressure relation for various windows, it was found useful to express the results

in terms of infiltration ratios. The infiltration

ratio at a given pressure, for a window under

specified clearance conditions, is defined as the

ratio of the infiltration of the window at that

pressure to the infiltration at the reference

02

Figure 13.

Relation of the over-all average clearance for the light steel case- ments used in this investigation to the average handle-edge clearance. The values of over-all average clearance are based

on 261 measurements, and those of average openedge clearance on 97 measurements, tor each window.

I

I

I

pressure of 0.200 in. of wittcr, willi ilic oilici- conditions the same. It was foiind loj- u

large range of types and conditions of uindous,

tiie curves of infiltration ratio plottofi ;i!^;iinst pressure were in appT'oximatc coincidence over

a pressure range from zero to about 0.(jO in. of water. In order to investigate tliis indicated agree- ment further, a curve of average infiltriifion ratios, computed from 36 tests on two doublehung wood windows and two light steel case- ments, was constructed. This curve is shown

in figure 14, and is denoted the over-all averoAje curve. Points representing separately the aver- age infiltration ratios for the double-hung wood

windows and for the light steel casements are

also shown in the figure. The average deviation of the original test data from the over-all average curve is 4.1 percent for the pressure

range between zero and 0.60 in. of water. Figure 15 shows infiltration-ratio values

plotted from data obtained using windows of miscellaneous types which were submitted to the National Bureau of ^Standards for test in connection with this project. The over-all aver- age curve, obtained as described above, has

been drawn in for comparison. Average deviations for the values shown in figure 15 from

the over-all average curve are:

Percent Light double-hung steel, locked 4. 4 Wood casement of special design 2. 7 Standard double-hung wood, sash free (unlocked) 3. 7 Heavy-section steel casement 10. 8 Medium weight double-hung steel (locked) 4. 3

« o

0

0 /l^/7i/(P*V

.O/ .OZ .03 /-/ond/e £dge C/earance-y'n.

[17]
With the exception of the heavy-section steel casement, the infiltration behavior of the windows, including some of special design, is represented to within 5 percent by the overall average cm've derived from the measure- ments made on fixed-sash double-hung wood

windows and light steel casements.

Values of the infiltration ratio obtained from

the over-all average curve are given in con- venient form in table 6.

Table 6. —Tabular form of over-all average curve of

infiltration ratio derived from infiltration tests on lightsteel casements and fixed-sash double-hung wood

windows

[The values of wind speed given were computei^ from the formula V= V?/0.00048l]

Pressure, Wind speed Infiltration

ratio

inches Miles

of water per liour

0. 05 10. 2 0. 38

. 10 14.4 .63

. 15 17. 7 .82

. 20 20. 4 1.00

. 25 22.8 1. 15 .30 25.0 1.30

. 35 27.0 1. 43

. 40 28.8 1. 55

. 45 30.6 1.67

.50 32. 2 1.78

.55 33.8 1.88

.60 35.3 1.98

.65 36. 8 2.06

. 70 38. 2 2. 12

The data given in table 6 or the corresponding curve (fig. 14) may be used within the

limits of error usually acceptable in design computation to estimate the infiltration for windows

of the types tested at any pressure within the

range zero to 0.60 in. of water, provided the

infiltration at any other pressure within the

range is known. The applicability of these

results has been verified for a substantial number

of window types and clearance conditions.

V. COMPARATIVE RESULTS

1. Wood Windows

Reports of infiltration tests of wood windows

from other laboratories do not give the detailed

methods used in determining clearances. The

clearances stated in the present report are aver- ages determined as previously described from

measurements at 1-in. intervals for the entire

peripheiy of each window, comprising 192 observations for each edge clearance and 384

observations for each face-clearance setting.

Comparisons of the results obtained in the

present tests with those of other workers under

similar conditions are therefore very difficult,

since the edge and face clearances for a given

crack length and applied pressure are the controlling factors in infiltration and their values

must be accurately known. The values of in- filtration obtained in the present tests are from

60 to 100 percent greater than the average

I

" Daub/e-h o Overa//

fee/ coiements

ung wood windows average

0.2 0.4- 0.6

Pressure — /nches wafer

Figure 14.Curve of infiltration ratio. The curve was drawn for the over-all average points only. The points for double-hung wood windows are those obtained for the fixed-sash condition.

[18]
Figure 15.

Comparison of infiltralion ratios.

The curve shown is the over-all average curve. (See fig.

11.) A, heavy-section steel easement. B, wood case- ment of special design. C, medium steel double-hung window, locked. B, light residential steel double-hung window, locked. E, double-hung wood window with

sash free. o

.0

0

<

^ A

/ B

° ^ c

<

0.2 0.4 0.6

Press ure — /nches water

values given in reference [5] for the same nominal clearance. However, the results given in reference [5] include only one combination of edge and face clearance (Ke-in. edge, %28-in. face) within the range of the present tests, one

combination (%2-in. edge, %4-in face) for which

extrapolation of figure 8 appears reasonably

safe, and a third combination (}{4-in. edge.

){4-in. face) for which extrapolation appears

unreliable.

The discrepancy in absolute values of infil- tration rates is believed to be due to uncertainties in the equivalence of the clearances. The

infiltration ratios for different pressures in ref- erence 5 do not differ greatly from ours, as shown by the comparison of figure 16.

I

I

0.2 04 0.6

Pressure -//?. kvater

Figure 16.Comparison of infiltration ratios. The plotted points represent ratios computed from infil- tration rates obtained by several investigators for various types of windows. The solid curve represents the data obtained in the present investigation, and is reproduced from figure 14. A, residential steel casement. B. heavy

casement, projected. C, industrial, horizontally pivoted. D, commercial, horizontally pivoted. E. double- hung wood window. The values for points .4, B, C, and D were computed from data given in reference [6]; the values for E were computed from data given in refer- ence [.5] for nine unweatherstripped wood windows.

[19]
2. Steel Casement Windows

The results for the steel casement windows

obtained hi the pi'esent tests are m good agree- ment with the results of Emswiler and Randall

[6] for the same type of windows when allowance

is made for the difference in the methods of stating the clearance.

Attention has previously been called to the

fact that because of the geometry of the construction of hinged casement sash the thickness

of shims placed along the open edge of the sash

does not accurately specify average clearance.

When shims are placed in the crack along the

open edge of the ventilator, the open-edge

clearance is equal to the shim thickness if the

meeting edge members are straight and parallel

to each other. However, the sliim thickness

does not represent the average clearance of the

whole ventilator even though straightness and

parallelism of all meeting members is assumed,

as may be seen from figure 12. To obtain a

basis for comparison, values of the average

clearance at the open edge are plotted in figure

13 against the average clearance for the whole

ventilator, the data being obtained in the pres- ent study. Each clearance value for the whole

ventilator was obtained from gage measure- ments at 132 points on the sash. Assuming the average open-edge clearance

equal to the shim thicloiess given by Emswiler

and Randall [6], the results are compared with

those given in this paper in figure 17. The

agreement is very good. The infiltration ratios at dift'erent pressures are also in good agreement,

as shown in figure 16.

|

VI. SUMMARY

The infiltration test equipment described in

tills report has been found to give reliable and

consistent results. Essentially, the equipment

consists of a source for supplying air, a storage j tank, an integrating meter for flow measurej ment and a semiautomatic timing system. A I special test-panel construction and sealing com- i pound were developed and used to insure mini- \ mum spurious leakage during tests. To illustrate the use and performance of the

equipment, results of tests on double-hung wood

windows and light steel casements, under controlled and accurately measured clearance con- ; ditioiis, are given. Since infiltration results are greatly influenced by the method used in setting

and determining sash clearances, it is believed

the data based on actual measurement of clear- ance rather than on shim thickness are repre- sentative of window performance. However,

where comparison on a common basis is possible,

[ the results are in line with accepted iiiflltration I data determined by various other methods of measuring clearances. The correlation results

for light steel housing casements are considered

to be representative for windows of tliis class if

.02 Clearance- - /n.

Figure 17.

Comparison of data ob- tained in the present tests on light

steel casements with data given for residential .steel casements in refer- ence [6].

In comparing the data, the thickness of shims

placed along the handle-side edge of the ventilator is assumed to be represented by the average measured clearance of the handle-side

edge. Curve A, reproduced from figure 11. Curve B. reference infiltration data from refer- ence [6] plotted on basis of stated clearances, that is, handle-edge shim thicknesses. Curve

C, same reference infiltration data as for curve B plotted on basis of over-all average clearance corresponding to the stated clearances in reference [6].

20
the over-all average sash clearance, deteriiiincd

as described in this report, is used. For doid)iehung wood windows, because of the number of variable factors involved, the results given are not considered applicable unless the method

described in this report for setting and gaging

the sash, clearances is used.

A concise method of representing the relation

between wind pressure and infiltration has been

given, an average infiltration-ratio curve being

suggested as giving a convenient means of re- ducing test data for common types and clear- ance conditions of windows. However, application of the method to other types of windows

or for liigher test pressures may require the use

of a dift'erent average curve. The cooperation of the National Door Manufacturers Association and the Metal Window

( Institute in supplying specimen windows for the correlation tests and miscellaneous technical

information is acknowledged. Acknowledgment is also made of the assistance rendered in connection with this project by D. I. Steele and

Nathan Kantor, members of the staft' of the

Bureau.

VII. SELECTED REFERENCES

REFERENCES CITED IN TEXT

[1] Heating, Ventilating and Air Conditioning Guide,

chapter 6, Air Leakage. (Am. Soc. Heating and

Ventilating Engrs., 51 Madison Ave., New Yorlv, N. Y.)

[2] Navy Department, Bureau of Yards and Docks,

Specification for Metal Windows. No. lOYc.

Veterans' Administration, Construction Service, Master Specifications for Metal Windows. No. 391-M.

Department of the Interior, United States Housing

Authority. Suggested Specifications—Divisions

14 and 24. Treasury Department, Procurement Division, Steel Window Specifications, September 1936 and

October 1936. War Department, Office of Quartermaster General,

Basic Specifications for Intermediate Casements.

[3] H. L. Dryden and G. C. Hill, Wind pressures on

structures, BS Sci. Pap. 30, 697 (1925) S523.

Also, Wind pressure on a model of a mill building,

BS J. Research 6, 735 (1931).

[4] D. 0. Rusk, V. H. Cherry, and L. Boelter, Air

infiltration through steel-framed windows, Heating,

Piping, Air Conditioning 4, 696 (1932).

• [5] G. L. Larson, D. W. Nelson, and R. W. Kubasta,

Air infiltration through double-hung loood umidows,

Heating, Piping, Air Conditioning 3, 583 (1931).

[6] J. E. Em.swiler and W. C. Randall, WeatherUghlness.

of rolled section, steel wiitdovis, .]. \iu. Soc. Heating

Ventilating Engrs. 34, 477 (1928).

[7] H. L. Dryden, F. D. Muriiaghai), and H. Bateman,

Report of Committee on Ilydrod ynamics. National Research Council I5nilct,in .Si, j>. 181, 184-185 (February 1932j.

[8] K. Sigwart, Luftdurchlussigkeit von IIolz- and

tHahlfcnstern, Gesundh.-Ing. 55, 515 (October 22, 1932).ADDITIONAL REFERENCES

S. F. Voorhees and H. C. Meyer, Window leakage,

J. Am. Soc. Heating Ventilating Engrs. 22, 16 (1910).

F. Paul Anderson, A study of the infiltration of air in

buildings, J. Am. Soc. Heating Ventilating Engrs.

37, 671 (1921). O. W. Armspach, A study of the infiltration of air in

buildings, J. Am. Soc. Heating Ventilating l')ngrs. 37, 43 (1921). E. Raisch, Wdrme- und Luftdurchldssigkeit von Fenstern

verschiedener Konstruktion, Gesundh.-Ing. 45, 99

(1922).

F. C. Houghten and C. C. Schrader, Air leakage

through the openings in buildings, J. Am. Soc. Heating

Ventilating Engrs. 30, 121 (1924). C. C. Schrader, Air leakage around window openings.

.1. Am. Soc. Heating Ventilating Engrs. 30, 465

(1924) . C. C. Schrader, Further data on infiltration of air through building openings, J. Am. Soc. Heating Ventilating Engrs. 31, 1 (1925). Y. Adams, Air leakage around ivindows—how it is figured. Sanitary & Heating Eng. 103, 178 and 218

(1925) . C. F. Wolfsfeld, How to figure infiltration. Heating &

Ventilating 24, 65 (1927).

F. C. Houghten, Laboratory work on infiltration, J. Am.

Soc. Heating Ventilating Engrs. 33, 518 (1927). A. C. Armstrong, Some studies of infiltration of air through windows, Domestic Engineering 120, 25 and

61 (August 1927).

F. C. Houghten and M. E. O'Connell, Saving heat in

skyscrapers, J. Am. Soc. Heating Ventilating Engrs.

33, 639 (1927).

F. C. Houghten and M. E. O'Connell, Air leakage

through a pivoted metal window, J. Am. Soc. Heating

Ventilating Engrs. 34, 549 (1928). W. M. Richtmann and C. Braatz, Effect of frame calking

and storm windows on infiltration around and through

windows, J. Am. Soc. Heating Ventilating Engrs.

34, 695 (1928)

.

E. Raisch, Luftdurchldssigkeit von Baustoffen und

Baukonstruktionsteilen, Gesundh.-Ing. 51, 481 (1928). Chr. Eberle, Versuche uber die Luftdurchldssigkeit und

den Wdrmeverlust von Fenstern, Gesundh.-Ing. 51, (1928).

J. E. Emswiler and W. C. Randall, Pressure differences across windows in relation to wind velocity. Heating,

Piping, Air Conditioning 1, 503 (1929). Washington, October 9, 1939.

[21]

BUILDING MATERIALS AND STRUCTURES REPORTS

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BMSl Research on Building Materials and Structures for Use in Low-Cost Housing 10^ BMS2 Methods of Determining the Structural Properties of Low-Cost House Constructions..- 10^ BMS3 Suitability of Fiber Insulating Lath as a Plaster Base lOji BMS4 Accelerated Aging of Fiber Building Boards 100 BMS5 Structural Properties of Six Masonry Wall Constructions 15^ BMS6 Survey of Roofing Materials in the Southeastern States 15^ BMS7 Water Permeability of Masonry Walls 10^ BMS8 Methods of Investigation of Surface Treatment for Corrosion Protection of Steel 10^ BMS9 Structural Properties of the Insulated Steel Construction Company's "Frameless-Steel"

Constructions for Walls, Partitions, Floors, and Roofs 100 BMSlO Structural Properties of One of the "Keystone Beam Steel Floor" Constructions Sponsored by the H. H. Robertson Co 100 BMSll Structural Properties of the Curren Fabrihome Corporation's "Fabrihome" Constructions for Walls and Partitions 100 BMS12 Structural Properties of "Steelox" Constructions for Walls, Partitions, Floors, and Roofs

Sponsored by Steel Buildings, Inc 150 BMS13 Properties of Some Fiber Building Boards of Current Manufacture 100 BMS14 Indentation and Recovery of Low-Cost Floor Coverings 100 BMS15 Structural Properties of "Wheeling Long-Span Steel Floor" Construction Sponsored by

Wheeling Corrugating Co 100 BMS16 Structural Properties of a "Tilecrete" Floor Construction Sponsored by Tilecrete Floors, Inc . 100 BMS17 Sound Insulation of Wall and Floor Constructions 100 BMS18 Structural Properties of "Pre-Fab" Constructions for Walls, Partitions, and Floors Sponsored by the Harnischfeger Corporation 100 BMS19 Preparation and Revision of Building Codes 150 BMS20 Structural Properties of "Twachtman" Constructions for Walls and Floors Sponsored by

Connecticut Pre-Cast Buildings Corporation 100 BMS21 Structural Properties of a Concrete-Block Cavity-Wall Construction Sponsored by the National Concrete Masonry Association 100 BMS22 Structural Properties of "Dun-Ti-Stone" Wall Construction Sponsored by the W. E. Dunn Manufacturing Co 100 BMS23 Structural Properties of a Brick Cavity-Wall Construction Sponsored by the Brick Manufacturers Association of New York, Inc 100 BMS24 Structural Properties of a Reinforced-Brick Wall Construction and a Brick-Tile CavityWall Construction Sponsored by the Structural Clay Products Institute 100 BMS25 Structural Properties of Conventional Wood-Frame Constructions for Walls, Partitions,

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Sponsored by the Nelson Cement Stone Co., Inc 100 BMS27 Structural Properties of "Bender Steel Home" Wall Construction Sponsored by The

Bender Body Co 100 BMS28 Backflow Prevention in Over-Rim Water Supplies 100 BMS29 Survey of Roofing Materials in the Northeastern States 100 BMS30 Structural Properties of a Wood-Frame Wall Construction Sponsored by the Douglas

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[List continued on cover page IV]
BUILDING MATERIALS AND STRUCTURES REPORTS

[Continued from cover page III] BMS35 Stability of Sheathing Papers as Determined by Accelerated Aging 100 BMS36 Structural Properties of Wood-Frame Wall, Partition, Floor, and Roof Construction with

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BMS37 Structural Properties of "Palisade Homes" Constructions for Walls, Partitions, and

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by Knap America, Inc 10(5 BMS41 Effect of Heating and Cooling on the Permeability of Masonry Walls 10(6 BMS42 Structural Properties of Wood-Frame Wall and Partition Constructions With "Celotex"

Insulating Boards Sponsored by the Celotex Corporation 10(6 BMS43 Performance Test of Floor Coverings for Use in Low-Cost Housing: Part 2 100 BMS44 Surface Treatment of Steel Prior to Painting 10(6