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Rochester Institute of Technology

RIT Scholar Works

Theses

Thesis/Dissertation Collections

5-1-1966

The Effects of Sludge on the Image Quality of a

Particular Film-Monobath Combination

Alfred DiLascia

Ronald Hubbard

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This Thesis is brought to you for free and open access by the Thesis/Dissertation Collections at RIT Scholar Works. It has been accepted for inclusion in Theses by an authorized administrator of RIT Scholar Works. For more information, please [email protected].

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(2)

THE EFFECTS OF SLUDGE ON THE IMAGE

QUALITY OF A PARTICULAR

FILM-MONOBATH COMBINATION

by

Alfred T. DiLascia

Ronald Hubbard

May,

1966

(3)

G

ZoCLpT /ol.

ABSTRACT

Sludge is considered

by

many to be a factor

limiting

the usefulness of

monobaths. A particular film-monobath combination was tested for the effects

of sludge on sensltometry, granularity, and acutance. It was found that the

presence of sludge did not alter the sensitometric characteristics;

however,

through solution usage, the acutance and granularity decreased. Removal of the

the sludge

by

filtration

during

usage resulted in improved image quality over

(4)

The monobath type system has the characteristics of combined

develop

ment and fixation carried out in a single solution. In general, a monobath

solution contains the normal

developing

agents, a preservative, a

fairly

strong

base,

the

fixing

agent (silver halide solvent), and an antifoggant.

It is necessary to manipulate these components in order to achieve a balance,

among resulting effects. The addition of the silver halide solvent often

reduces the activity of the

developing

agents. In order to speed up the

development reaction, NaOH may be added to raise the pH.

NaOH, however,

2

causes softening and swelling of the emulsion. Thus it can be seen that

a monobath is

basically

a compromise in components designed to optimize

the desired results and mininize the unwanted effects. For example, to com

bat the loss in activity of the

developing

agents, a phenidone-hydroquinone

combination is often used in place of metol-HQ, which results in a marked

in-3

crease in speed, contrast, and maximum density. Some disadvantages of NaOH

(swelling

of emulsion, dangerous

handling,

and susceptability of solution to

to oxidation) can be lessened

by

a substitution of

NaCO^

without

losing

devel-E J 4

oper activity excessively.

The use of hypo as a

fixing

agent limits the minimum time for complete

development and fixing. Substitution

offNHAS^C^

leads to shorter processing

^ 6

times and finer grain, but decomposes at high pH and yields ammonia. KSCN

produces short clearing times and appears to act as an accelerator of devel

opment. Used in conjunction with

hypo,

rates of development and

fixing

can

, 8 be balanced.

Some of the advantages of such a system are

fairly

obvious. For example,

the high speed and simplicity of processing attainable with monobaths is

(5)

2-temperature and agitation effects. A disadvantage

frequently

mentioned in

the literature is the sludge problem. The objection here is the presence

of a sludge-like precipitate. It has been reported that this precipitate is

formed

by

the reduction of the argento-thiosulfate (or thiocyanate) complex

in the solution. it is felt

by

some that the presence of this sludge limits

12

the practicality of monobath type solutions. it is not made clear exactly

why the sludge is considered a

limiting

factor,

but some possible consequences

of the sludge are readily apparent. Such factors as adhesion to film surface

and adverse effects on sensitometric and image quality may be possible ob

jections.

The development mechanism in solutions containing large amounts of

silver-halide solvents is believed to be

basically

different from that in conventional

13

developers. The belief is that there is a competition between two types of

development reactions: solution-physical development vs. chemical development.

(For a discussion of these terms see James and

Higgens,

Fundamentals of

Photographic Theory). In general, solution-physical development results in

a higher photometric equivalent than chemical development.

The reason for this change in covering power

(inversely

related to photo

metric equivalent) may be attributed to the fact that solution-physically

developed silver may merely fill in the porous structure of the chemically

14 developed grain without significantly

increasing

the projected area. At

higher densities the influence on grain structure seems to be predominantly

by

chemical

development,

whereas at low

densities,

solution-physical development

15 plays the major role.

There is some difference in opinion in the literature on the effects of

(6)

film,

and processing conditions. For example, with a fast film it has been reported

by

Barnes et

al1

that both acutance and granularity improve with the use of a solvent type

developer,

whereas Altman and Henn report a decrease

in acutance and granularity using a different solvent type developer. If this work can be assumed to be valid, there is tha possiblity of some differences

in the exact mechanisms operating in these cases. These uncertainties,

however,

are not considered a

limiting

factor. On the other

hand,

the effects of sludge

is a question which should be more

thoroughly

investigated.

It is the purpose of this project to explore the effects of monobath sludge on image quality for the film-developer combination mentioned below. The

response variables used for this evaluation are RMS granularity and acutance.

Experimental Procedure:

18 The monobath chosen for this investigation is of a type recently formulated.

It appears to have a high potential of rapid processing applications because

[

of short processing time. The basic formulation uses phenidone-hydroquinone as the

developing

agents and thiosulfats-thiocyanate as the silver-halide sol

vent. (See p.4 of the Appendix for formulation). The film selected was East man Kodak 2494 RAR (Rapid Access Recording). The reason for this choice was the

film's high speed and hardened emulsion. The hardened emulsion was desired because of its ability to withstand the softening and reticulation that accom panies KSCN. The film's potential use in high temperature processing was al so a factor.

Sensitometric wedges were exposed using the Kodak Model 101 Sensitometer.

(7)

roll of film. Twenty-20 exposure 35mm rolls were exposed identically.

The processing procedure was as follows:

1. Volume: Two-16 oz. containers of monobath (formulation in

Appendix)

were taken from the same 5gallon solution for processing the treatment com

binations described below.

2. Conditions: 5 minute development at 68F. with constant agitation

(constant circular motion of roll film tank reel).

3. Finishing: vigorous 5 minute wash to remove any sludge adhering to

film surface, 30 second

Photo-Flo,

and room temperature drying.

4. Treatment combinations: 10 runs (rolls of

film)

were processed in

each of the above mentioned 16 oz. solutions, corresponding runs

being

used for

comparison. One solution was allowed to accumulate sludge throughout all runs.*

The other solution was filtered twice after each run with a Buchner funnel

apparatus. Whatman #42 fine analytical filter paper was used to remove the

sludge. Filtration removed all visible evidence of sludge in. all cases.

Sensitometric step wedges from the

1st,

6th,

and 10th runs were read on

the Macbeth TD 100 and plotted as

density

vs. relative

log

exposure. Granu

larity

patches from the 1st and 9th runs

(0=1.0)

were scanned with the GAF

Model 4 Automatic

Recording

Microdensitometer used in conjuction with the

19

GAF Model 83

Granularity

Integrator. The effective aperture used was a

16.4 u diameter circle.

Thirty

icans were made on each patch. Knife-edge

traces from the 1st and 9th runs were scanned with the same model microden

sitometer. Seven non-overlapping scans were made of each edge. A 1 X 60 u

effective slit was used.

Silver mass/area analyses using the Norelco

X-ray

floresence technique

were run using samples from the 1st and 9th runs at three

density

levels.

(8)

-5-The

density

levels used were:

D=1.0,

1.3,

1.6.

Results:

The sensitometry as shown on pages 7 and 8 were visually compared and

showed no significant change throughout the series of runs, and no change

between the filtered and sludged solutions. On this

basis,

valid image eval

uation comparisons can be made.

The meter readings from the 30 granularity scans of each treatment under

analysis were averaged and the standard deviation of the readings was calculated

for each case. The means were tested statistically using the Students "t"

distribution at ^=.005. i.t was found that there was a significant difference

between all three values. The RMS values are related

linearly

to the meter

readings taken from the

Granularity

Integrator,

thus validating this technique.*

(See page 10 for RMS values.)

The knife-edge analysis was performed

by

superimposing 7 scans of different

parts of the stirae edge and

drawing

tEie smoothed visual average for each case.**

This technique produced four curves: one pair of 1st run (fresh solution)

replicates, one 9th run sludged, and one 9th run filtered. (See page 9 for

smoothed curves). The acutance was calculated for each of these curves as

follows:

_2 _2

Acutance = G

; where G = average of

gradients-squared, and

20

iE;D=the

density

difference. (For calculated values, see page 10). These

values were statistically tested using trie stanaard deviation of the replicates

as an external estimate of error in the equation

Af-As

=

t, for use with the

Se

Students "t"

distribution;

where A~=acutance of 9th run

filtered,

*Note: GAF calibration is linear.

(9)

6-Ag

=

acutance of 9th run sludged, and

Se

is the standard deviation mentioned

above. It was found that there was a significant difference between the 9th

run filtered and 9th run sludged with y =

.05. The same test was used to

show a significant difference between the acutance of the 1st run fresh and

the 9th run used solutions.

The silver analysis yielded relative figures

indicating

Eaat the silver

mass/area (related

directly

to photometric equivalent) increased between the

1st and 9th runs, and was higher in the filtered solucion than in the sludged

solution for equal densities. The increase in the silver mass/area appeared

to be greater at the lower

density

levels than at the higher level where there

was little change.

The physical presence of the sludge caused no problems in adhering to the

film or processing equipment; thorough washing with water removed the sludge.

Conclusions:

With the particular fiI..--monobath

investigated,

it was found that the pres

ence of sludge did not significantly alter the sensitometric characteristics;

however,

through solution usage, the acutance and granularity decreased signi

ficantly. Removal of the sludge

by

filtration

during

usage resulted in signi

ficantly

improved image quality over the comparison solution in which sludge

(10)

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(12)

MICRODENSITOMETER EDGE TRACES FOR

ACUTANCE DETERMINATION

( DIFFUSE AD = .60

, X= .70 )

1 denotes 1st run fresh sol'n. replicates

9s denotes 9*" run

sludged sol'n.

9f denotes 9th run filtered sol'n.

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(13)

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(14)

11-Discussion:

It would appear useful to attempt an explanation of the mechanism

involved which produced the previously mentioned image quality and covering

power changes. A possible explanation of these results would be an increase

in the solution-physical type of development as the solution is used. This

can be substantiated

by

the decrease in both the granularity and acutance and

21

the decrease in the covering power, which agrees with Altman and Henn's results.

The difference between the filtered and sludged used solutions agrees with

22

Barnes'

results,

"

in that

increasing

solution-physical development improved

both granularity and acutance and decreased covering power. The logical con

flict in relation to acutance in these statements again suggests the possibility

of slightly different mechanisms operating in each case. This difference in

mechanisms may be expected since the above mentioned experimenters were oper

ating under different development conditions.

A possible explanation foV the increase in solution-physical development

between the sludged and filterecKgolutior.s is that removing the sludge (which

acts as nuclei for the reduction of the argentothiosulfate or thiocyanate

complexes) gives the nuclei in the image a relative advantage for the reduc

tion site.

It is readily apparent that further basic work on this subject is neces

sary and could lead to a better understanding of monobath systems and the effect

(15)

Appendix:

1A-MONOBATH FORMULATION

Sodium Sulfite

Phenidone

Hydroquinone

Sodium carbonate

Potassium Thiocyanate

Sodium Thiosulfate

Water to make

60 grams

2 grams

15 grams

40 grams

90 grams

25 grams

(16)

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(17)

acknowledgements:

The authors wouldlike to express their gratitude to Mr. Albert J. Derr

of the Photo and Repro Division of GAF for permission to use instrumentation

at

GAF,

and Mr. George Giuffre of the same company for continued

help

through

out the entire project. We would also like to thank the United States Air

Force for use of the GAF Model 4 Microdensitometer which is currently on loan

(18)

FOOTNOTES

1. A. Sasai and N.

Mii,

Photg Sci. Eng. , 8: 270 (1964).

2. M.

Levy,

..Phot. Sci.

Eng.,

2: 136

(1958).

3. Sasai and Mii.

4. Ibid.

5. Ibid.

6.

Ibid.

7. Ibid.

8. Ibid.

9. D. R. Kazen and M. F.

Wolnick,

Phot. Sci.

Eng.,

6: 241 (1962).

10. J. C.

Barnes,

G. J.

Johnston,

and W. J. Moretti, Phot. Sci. and

Eng.,

8: 312 (1964).

"May

and Baker

Simprol,

A Variable Contrast Monobath,"

Brit. Jour, of

Phot.,

Feb. (1963).

Levy.

11.

"May

and Baker Simprol."

12.

Barnes,

Johnston,

and Moretti.

13. J.C.

Barnes,

Phot. Sci. and Eng. , 5: 204 (1961).

14.

Barnes, Johnston,

and Moretti.

15. Ibid.

16. Ibid.

17. J. H. Altman and R. VJ.

Henn,

Phot. Sci. and

Eng.,

5: 129 (1961).

18. Sasai and Mii.

19. T.

Celio,

Phot. Sci. and

Eng.,

5: 12 (1961).

20. James and

Higgens,

Fundamentals of Photographic Theory, p. 288.

(19)

BIBLIOGRAPHY

Altman,

J. H. and

Henn,

R. W. "Effects of Developer Composition on the

Structure of Photographic Images,"

Phot. Sci/ and

Eng.,

5: 129-135

(May-June,

1961).

~

Barnes,

J.C. "Mechanism of Development in Monobaths

Containing

Thiosulfate

Ion",

Phot. Sci. and Eng.. 5: 4

(July-Aug,

1961).

Barnes,

J.C, Johnston,

G.J. , and

Moretti,

W.J. "The

Chemistry

of Monobaths:

Effect of Thiosulfate Ion Upon Image Structure,"

Phot. Sci. and Eng. ,

8: 312-318

(Nov-Dec,

1964).

Celio,

Tino "A Device for

Measuring

tzhe

Granularity

of Photographic Emul

sions,"

PhotJi_ScUm_and_^i^., 5: 12-16

(Jan-Feb,

1961)

Cohen,

L.,

Shepp,

A. and

Bloom,

C.

"Very

Rapid Monobath Processing," Jour.

of Phot.

Sci.,

13: 233-239 (1965).

James,

T.H. and

Higgens, G.C,

Fundamentals of Photographic Theory. New

York,

1960.

Kazen,

Dave R. and

Wolnick, Martin,

F. "Agitation Effects,"

Phot. Sci. and

En.,

2: 136-141

(JUly-Aug,

1962).

Levy,

Marilyn. "Combined Development and Fixation of Phtographic Images with

Monobaths,"

Phot. Sci. Eng. , 2: 136-141

(Oct.,

1958).

"May

and Baker Simprol: A Variable Contrast Monobath,"

Brit. Journ. of Phot.,

(Feb.

16,

1963).

Newman,

A.A.

"Seventy

Years of Progress in Photographic Monobaths,"

Brit. Journ

of

Phot.,

(Jan 23 and

30,

1959).

Nitka,

H.F. "Considerations of Photographic Acutance," Phot. Eng. , 7: 191-195 (1956).

Sasai,

A. and

Mil,

N. "Studies on Photographic Monobaths

Containing

Potassium

Thiocyanate," Phot. Sci.

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