There are five important factors
to be considered in properly sizing your DAF.
Air
to Solids Ratio is the quantity of air required
to float a given amount of solids and FOG’s.
It usually is expressed as lbs. of air/lb. of solids
with the normal ration being between 0.01 and 0.10
lbs air/lb solids. HEI recommends a 0.03 ratio. The
amount of air that dissolves in water is determined
by the temperature of the recycled water and imposed
pressure. Under normal HEI design conditions (75 psig
at 70°F) the average amount of air dissolved is
9% by weight. The TSS (total suspended solids) must
be analyzed and the appropriate percent recycle rate
established. A waste stream of 1000 mg/l TSS will
require a recycle rate of 50%, and 2000 mg/l TSS will
require 100% recycle.
Hydraulic Loading (gpm/ft2) is the relationship
between available surface area of the flotation cell
and the total flow rate through the DAF influent plus
recycle. Hydraulic loading is total flow rate divided
by the effective surface separation area. Design hydraulic
loading varies from 1.5 to 5.0 gpm/ft2. HEI recommends
2.5 gpm/ft2.
Launder Weir Ring Overflow Rate in gpm per
linear foot is a convenient-to-calculate value that
can be assumed to reflect eddy current formation that
would carry solids or FOG under the underflow baffle.
It must not be so rapid as to entrain precipitated
solids. The overflow must be completely uniform across
the launder weir (and thus under the baffle).
HEI prefers the circular DAF design to reduce the
launder weir overflow rate. The DAF influent enters
through a central mixing well ("distributor")
and flow out horizontally through ports. The bubbles
attached to the TSS and FOG float to the surface.
The cleaned water flows down under a baffle and over
the launder weir. This radical outflow design dramatically
reduces internal velocity and eddy currents, which
assures complete separation of the buoyant flocculated
particles.
HEI
does not normally recommend the rectangular designed
DAF unit because the high velocity at the inlet is
never reduced. Hence, the expected separation is not
as efficient in the rectangular design as can be expected
in the circular design DAF’s. HEI utilizes the
rectangular design for customers with limited available
space.
Solids Loading is the relationship between
the effective surface area of the DAF cell and the
total amount of TSS & FOG entering the system.
The average design load is 1.0 to 3.5 lbs./hr/sq.
ft. HEI recommends not exceeding 2.0 lb./hr/sq. ft.
The calculation should include not only the influent
TSS but also all chemicals added to condition and
flocculate the waste stream.
Solids Removal of both float and sediment
(if any) must also be considered in the general design.
In addition to the skimming rake to remove the float,
HEI also has a bottom rake to sweep any sediment to
the center bottom outlet.
HEI dissolved air flotation systems are very effective
in the removal of suspended solids and free FOG. Emulsified
oil and grease must be chemically conditioned before
removal. Due to "van der Waals" charges, particles
in industrial wastewater usually exist as a colloidal
suspension. These charges must be neutralized before
the solids can be flocculated and floated. The small,
destabilized colloids collect and agglomerate with the
long chained polyelectrolyte into large floccules which
can be rapidly floated to the surface.