Cassedy Company, Inc.
Phone: 502-747-5965
           630-450-6995
e-mail: info@cassedycompany.com
CWATER CALCULATION PROGRAM

COMPUTER MODEL OF CYCLES OF CONCENTRATION
Here is an example of the printout from data that is input to Cwater program:                                      
USING YOUR TOWN USA WATER
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               INPUT   2.00   2.50   3.00   3.25   3.50   3.75   4.00   4.50   5.00   5.50   6.00
Hardness       140    280   350     420    455    490    525    560    630    700    770    840
Calcium            90    180   225     270     293   315    338    360    405     450   495    540
Magnesium      50    100   125     150     163   175    188    200    225     250   275    300
P Alkalinity       0        0       8        24       26     28       30     32       36       40     44      48
M Alkalinity     110    220  275      330     358   385     413   440    495     550   605    660
Chloride           12      24    30         36      39      42        45     48      54       60     66      72
Silica                  2        4      5            6         7       7           8       8        9        10     11      12
pH                    7.8    8.2    8.4         8.6     8.6   8.7        8.7    8.8     8.9       9.0    9.0     9.1
Iron                   0.2    0.4    0.5         0.6     0.7   0.7        0.8    0.8     0.9       1.0    1.1    1.2
Sulfate               5     10     13          15     16     18         19     20      23         25     28     30
Conductivity    280  560  700         840   910  980     1050 1120 1260     1400 1540 1680
pH_SAT           7.4   6.9   6.7           6.5    6.5   6.4        6.4     6.4     6.3        6.2    6.1     6.0
Langelier SI      0.3  1.4   1.7          2.0    2.1   2.2        2.3    2.4      2.6        2.8    2.9      3.1
Ryznar SI          7.1   5.5   5.0          4.5   4.3   4.2         4.1    3.9     3.6        3.4     3.2     3.0
Puckorius SI     7.3   5.8  5.3           4.9   4.7  4.6         4.4    4.3     4.0        3.8     3.6      3.4
Mg Silicate 15.8 Ca Sulfate L 52.7

******** CYCLE USED 3.5 ********

THE TONNAGE IS 900 TONS
THE CIRCULATION RATE IS 4050.0 GA/MIN
THE EVAPORATION RATE IS 18370.8 GA/DAY
THE BLOWDOWN RATE IS 7348.3 GA/DAY
THE MAKEUP IS 25719.1 GA/DAY
THE VOLUME IS 20250.0 GALLONS
THIS QUOTE IS BASED ON TREATMENT OF 25719 GALLONS PER DAY

PRODUCT USED/DAY COST/YR W/ 150 DAYS/YR
COOLING PRODUCT  3-4 GPD APPROXIMATELY $............. DEPENDING ON
WEATHER CONDITIONS AND LOADS
PRICE PER DRUM IN 55 GALLON DRUMS.................................$ PER GALLON
ALGAECIDE & BIOCIDE ALTERNATE ONCE PER WEEK COST/YR W/ 150 DAY
ALGAECIDE 0.54 GALLONS PER WEEK
PRICE PER DRUM IN 30 GALLON DRUMS............................... $ PER GALLON
BIOCIDE 0.9 GALLONS PER WEEK
PRICE PER DRUM IN 30 GALLON DRUMS.................................$ PER GALLON

INPUT DATA
TONNAGE: 900, TEMP DIFF: 12, SENSIBLE HEAT: 0.9, HOURS PER DAY: 10
DAYS PER YEAR: 150, EQUIPMENT/PROCESS DOWNGRADE FACTOR: 0.70
MAX TEMP: 110, TYPE ABSORPTION
CYCLES DECISION BASED ON THE FOLLOWING.CONDITION CYCLES
Mg Silicate < 6.0 6.00
Ca Sulfate < 6.0 6.00
CONDUCTIVITY < 4000 6.00
Langelier SI <= 2.5 4.00
Ryznar SI <= 4.3 3.50
Puckorius SI <= 5.0 3.00

THE LOWEST NUMBER OF CYCLES IS USED
THE COMPUTER SELECTED 3 CYCLES
THE OPERATOR SELECTED 3.5 CYCLES
Software is Copyright © 1991