Processor Setup Specifications
Concentrate developer - Kodak COM Professional Developer and Replenisher DRC
(Typical continuous-strand deep-tank processor)
Processing | Solutions | Time | Temperature | Working Strength | Replenishment (ml/ft.) | ||
Step | (Dilutions) | (sec.) |
| Specific Gravity | 16 mm | 35 mm | 105 mm |
Developer DRC1 | 1:3 | 35 | 1.080 to 1.090 | 1 - 3 | 3 - 5 | 7.5 - 10* | |
Rinse | - | 17.5 | - | Flow rate per processor | |||
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Fixer2 | 1:5 | 35 | 1.040 to 1.063 | 0.65 | 1.35 | 4 | |
Wash | - | 35 | - | Flow rate per processor | |||
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Dry | - | - | 160°F max. (71°C) | - | - | - | - |
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*Actual replenishment rate is determined by consideration of the rate that achieves a stable
1Kodak COM Professional Developer and Replenisher DRC
2 Kodak Microfilm Fixer and Replenisher
Development Time and Transport Speed
Development/transport times should be set by timing film speed (splice point) top of rack, roller-
Replenishment Rates
Once development time and transport rates are set to acquire desired photographic aims, replenishment rate settings are determined by multiplying the transport speed by the required replenishment rates for the appropriate film width being used. Replenishment may be reduced if significant quantities of leader are used. For instance, with Kodak COM Professional Developer and Replenisher DRC, practical experience indicates rates as low as 7.5 mL/ft of 105 mm film are adequate in deep tank processors. The use of control charts such
as Kodak Publication
Transport | Replenishment/ | Replenishment | |
speed x | ft of film | = | rate |
(ft/min) | (mL/Lft) |
| (mL/min*) |
*1 mL/min = 1 cc/min
These are
Example |
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Processor: | Allen |
Type of film: | 105 mm COM DR |
Dwell: | 32 seconds |
Developer Film Path: | 6.5 feet |
See table above for: |
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Replenishment (Dev): | 7.5 |
Replenishment (Fix): | 4 |
Calculated transport speed:
6.5 feet x 60 sec | = 12 ft / min | |
32 sec | min |
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Replenishment results: | ||
12 feet x 7.5 mL | = 90 mL / min* | |
min | feet | (developer replenishment) |
12 feet x 4 mL | = 48 mL / min* | |
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min | feet | (fixer replenishment) |
3 |