The key or prime factor of the design is
defining the maximum and typical flow rate. Almost all treatment
facilities have some sort of flash mixing design, whether its a static mixer, a
top entering mixer, or some other type of mixing device. The prime
objective for flash mixing is to introduce the coagulant, to quickly disperse
into a pin-floc and to quickly discharge it to the floc basins.
Some coagulants,
such as the most common, acidic filter alum or aluminum sulfate {Al2(SO4)3.14H2O}, also requires the addition of lime into the
flash mixing chamber to compensate for the source waters hardness factor due to
alums chemical reaction with the hardness in the water. Aluminum Sulfate
functions best in the narrow pH rante between 5.8 and 7. Other common
coagulants include Soda Alum or Sodium Aluminate {Na2Al2O3},
Copperas or Ferrous Sulfate {FeSO4.7H2O}, Ferri-Chlor or
Ferric Chloride {FeCl3} and Ferrifloc or Ferric Sulfate {Fe2(SO4)3
.9H2O}. Ammonia Alum {Al2(SO4)3.(NH4)2
SO4.24H2O} and potash alum {Al2(SO4)3.K2SO4.24H2O}
are also widely used dependent upon cost and availability but these salts have
some limitations compared to the iron coagulatants. There are also
numerous more expensive poly-type coagulants that are available that have
numerous performance enhancements and capabilities.
Flash mixing process related problems can
be numerous but the most common problems are related to improper or
uncontrolable retention times in the flash mixing chamber. As an example,
although in theory a certain G-factor can be determined for a static mixer
design at peak flow, it would take a very enlightened argument to explain exactly
what portion of the energy is attributable to frictional losses in an empty
pipe, what is attributable to non-useful drag on the internal mixing elements,
and what is attributable to actual mixing. Again, this is assuming peak
flow conditions. The reality is that most treatment plants don't operate
at peak flow, where flow turndown, dependent on the season, may be anywhere from
2:1, and most often well beyond 2:1. Now it becomes necessary to have
multiple static mixers to subdivide the total flow dependent to achieve and
maintain optimal performance. The reality is the
loss of process control, which can be compensated by elevating your
chemical usage, or by changing to a potenially more expensive chemical source,
or living with the result.
So what is the majic surrounding
designing a top entering flash mixing chamber at 40 seconds at peak flow. Obviously,
economics are involved as there is a direct relationship between energy per unit
volume and retention time. In other words, the smaller your retention
time, the higher your energy per unit volume requirements will
be. In regard to process control and optimal chemical usage due to
fluctuations in flow rates (retention times), a top entering mixer can be
equipped with a variable speed device to lower the energy per unit volume to
accomodate a specific flow rate. Flow turndown of 2:1 and beyond can now
be readily handled with little effect to the pin floc.
Can a retention times be too
long?
Technology 1960's vs present technology?
Can older technology be better? Using
PBT's.
Problems related to the G-Factor
09.21.23