Water quality and
environmental conditions on the vast majority of Heating
Ventilation and Aircondition Cooling Tower applications
permit acceptable service life from standard Cooling
Tower construction using the materials previously described.
Significant deviation from these "normal"
conditions often demands alternate materials choices.
For most purposes, the following criteria define "normal"
conditions:
Standard tower design assumes a maximum of 120 °F
hot water to the tower, including system upset conditions.
Temperatures over 120 °F, even for short duration,
may impose damaging effects on PVC fill, many thermoplastic
components, galvanizing and plywood.Those rare applications
demanding hot water in excess of 120 °F usually
benefit from careful review with the tower manufacturer
to assure that appropriate materials changes from the
standard configuration are included in the initial purchase
specification.
"Normal" circulating water chemistry
falls within the following limits (note the distinction
between circulating water and make-up water):
pH between 6.5 and 8.0, although ph down to 5.0 is acceptable
if no galvanized steel is present. Low ph attacks galvanized
steel, concrete and cement products, fiberglass and
aluminum. high pH attack wood, fiberglass and aluminum.
Chlorides (expressed as NaCl ) below
750 ppm.
Calcium (as CaCO3) below 1,200 ppm-except in arid climates
where the critical level for scale formation may be
much lower.
Sulfates below 5,000 ppm - if calcium exceeds 1,200
ppm, sulfates should be limited to 800 pp, (less in
arid climates) to prevent scale formation.
Sulfides below 1 ppm.
Silica (as SiO2) below 150 ppm.
Iron below 3 ppm.
Manganese below 0.1 ppm.
Angler saturation index between -0.5 and +0.5 -negative
LSI indicates.
Suspended solids below 150 ppm if slides are abrasive-avoid
film - type fills, if solids are fibrous, greasy, fatty
or tarry-wood, PVC, Polypropylene or ABS fills can be
used, but PVC usually is the material of choice.
Oil and grease below 10 ppm or loss of thermal performance
will occur.
No organic solvents.
No organic nutrients, which could promote growth of
algae or slime.
Chlorine from water treatment 0 below 1ppm free residual
for intermittent treatment; below 0.4 ppm free residual
for continuous chlorination.
These conditions define normal circulating water, including
the chemical concentrating effects caused by recirculation
of the water to some predetermined number of concentration.