Air Separation; Step 6 - Fill The Chilled Water Loop; Water System Cleaning; Water Quality Characteristics And Limitations - Carrier AQUASNAP 30MPA Installation Instructions Manual

NOTE: Expansion tanks must be disconnected for chillers placed parallel in the primary water loop.
Fig. 14 — Typical Air Separator and Expansion Tank Location on Primary-Secondary Systems
It may not be possible to install air separators at the place of
lowest pressure and highest temperature. In such cases, prefer-
ence should be given to the points of highest temperature. It is
important that pipe be sized correctly so that free air can be
moved to the point of separation. Generally, a water velocity of
at least 2 feet per second will keep free air entrained and
prevent it from forming air pockets.
Automatic vents should be installed at all physically elevat-
ed points in the system so that air can be eliminated during
system operation. Provision should also be made for manual
venting during the water loop fill. It is important that the
automatic vents be located in accessible locations for
maintenance purposes, and that they be located where they can
be prevented from freezing.
Step 6 — Fill the Chilled Water Loop
WATER SYSTEM CLEANING — Proper
cleaning is of vital importance. Excessive particulates in the
water system can cause excessive pump seal wear, reduce or
stop flow, and cause damage of other components. Water
quality should be maintained within the limits indicated in
Table 7. Failure to maintain proper water quality may result in
heat exchanger failure.
CAUTION
Failure to properly clean all piping and components of the
chilled water system before unit start-up may result in
plugging of the heat exchanger, which can lead to poor per-
formance, nuisance alarms and damage from freezing.
Freezing damage caused by an improperly cleaned system
represents abuse and may impair or otherwise negatively
affect the Carrier product warranty.
1. Install a temporary bypass around the chiller to avoid cir-
culating dirty water and particulates into the pump pack-
age and chiller during the flush. Use a temporary circulat-
ing pump during the cleaning process. Also, be sure that
there is capability to fully drain the system after cleaning.
(See Fig 15.)
2. Be sure to use a cleaning agent that is compatible with all
system materials. Be especially careful if the system
contains any galvanized or aluminum components. Both
detergent-dispersant and alkaline-dispersant cleaning
agents are available.
3. It is a good idea to fill the system through a water meter.
This provides a reference point for the future for loop
volume readings, but it also establishes the correct
Distribution Pump
Decoupler Expansion
Tank(s)
water system
Air Separator
with Vent
quantity of cleaner needed in order to get the required
concentration.
4. Use a feeder/transfer pump to mix the solution and fill the
system. Circulate the cleaning system for the length of
time recommended by the cleaning agent manufacturer.
a. After cleaning, drain the cleaning fluid and flush the
system with fresh water.
b. A slight amount of cleaning residue in the system can
help keep the desired, slightly alkaline, water pH of 8
to 9. Avoid a pH greater than 10, since this will
adversely affect pump seal components.
c. A side stream filter is recommended (see Fig. 16)
during the cleaning process. Filter side flow rate
should be enough to filter the entire water volume
every 3 to 4 hours. Change filters as often as neces-
sary during the cleaning process.
d. Remove temporary bypass when cleaning is
complete.
Table 7 — Water Quality Characteristics
and Limitations
WATER CHARACTERISTIC
-
Alkalinity (HCO )
3
2-
Sulfate (SO )
4
- 2-
HCO /SO
3 4
Electrical Conductivity
pH
Ammonium (NH )
3
-
Chorides (Cl )
Free chlorine (Cl )
2
Hydrogen Sulfide (H S)*
2
Free (aggressive) Carbon
Dioxide (CO )†
2
Total Hardness (dH)
Nitrate (NO )
3
Iron (Fe)
Aluminum (Al)
Manganese (Mn)
*Sulfides in the water quickly oxidize when exposed to air, requiring that
no agitation occur as the sample is taken. Unless tested immediately
at the site, the sample will require stabilization with a few drops of one
Molar zinc acetate solution, allowing accurate sulfide determination up
to 24 hours after sampling. A low pH and high alkalinity cause system
problems, even when both values are within the ranges shown. The
term pH refers to the acidity, basicity, or neutrality of the water supply.
Below 7.0, the water is considered to be acidic. Above 7.0, water is
considered to be basic. Neutral water contains a pH of 7.0.
†Dissolved carbon dioxide can either be calculated from the pH and
total alkalinity values, shown below, or measured on the site using a
test kit. Dissolved Carbon Dioxide, PPM = TA x 2
= Total Alkalinity, PPM as CaCO
14
a30-3226
QUALITY LIMITATION
70 – 300 ppm
Less than 70 ppm
Greater than 1.0
10 – 500S/cm
7.5 – 9.0
Less than 2 ppm
Less than 300 ppm
Less than 1 ppm
Less than 0.05 ppm
Less than 5 ppm
4.0 – 8.5
Less than 100 ppm
Less than 0.2 ppm
Less than 0.2 ppm
Less than 0.1 ppm
[(6.3-pH)/0.3]
where TA
.
3