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Back Coagulating Chemicals | Up Utilitiesman (Advanced) - Manual for electric, plumbing, water and other utilities | Next Jar Test, Continued |
coagulant selected for trial by adding 10 grams
of coagulant to 1 liter of distilled water.
2. Correct the pH of a sample of raw water
to within the optimum range for the coagulant
being tested (only if the pH is to be adjusted to
the same extent in actual plant operation).
Divide the raw water into six 1 liter samples,
3 .
Add 0.5 ml of standard coagulant
solution to one sample of raw water, 1.0 ml to
the second sample, 2.0 ml to the third sample,
3.0 ml to the fourth sample, 4.0 ml to the fifth
sample, and 5.0 ml to the sixth sample. The
result is a dosage of 5, 10, 20, 30, 40, and 50
mg/1, respectively.
4. Agitate samples in the jar test apparatus
at a velocity about equal to the treatment
equipment you are using and for the same
length of time as the treatment equipment
mixing time.
5.
Keep the samples at the same
temperature as water passing through your
treatment equipment.
6. After stirring, let the samples settle for
30 minutes.
7. Siphon off a sample of the supematant
and determine the turbidity by using a
turbidimeter.
8. The smallest amount of coagulant that
produces the lowest turbidity represents the
optimum dosage. Multiply the coagulant
dosage in mg/1 ( step 5 above) by 8.33 to get
the correct chemical feed in pounds per million
gallons.
9. Repeat the steps for each chemical used
until satisfactory results are obtained.
As to acceptability, the taste and odor of
water must be considered from the users point
of view. Tastes and odors of water are
m o s t c o m m o n l y c a u s e d b y a l g a e,
decomposing organic material, dissolved
gases, or industrial wastes. Potability is not
fleeted by the presence of odors and
tastes. On the other hand, palatability is
frequently affected, particularly when a
substance such as bone or fish oil is present.
Tastes and odors that make water
unpalatable must be removed. Use of free
available chlorine, aeration, and activated
carbon can do much to prevent or remove
unacceptable tastes and odors from treated
water.
The use of free available chlorine
is advantageous because most odors and
tastes are removed and rigorous disinfection
is assured.
Activated carbon is the most widely
used single process for taste and odor
removal. Aeration and copper sulfate
treatment are also used. All three methods
are described below. The method used
depends upon the substance or substances to
be removed and the equipment available.
l Activated carbon is an excellent
absorbing agent to use in ridding water of
unpleasant tastes and odors. It is also an
effective agent for removal of organic
color. It is insoluble and tends to float
unless all particles are wetted thoroughly
by being made into a slurry before being
added to the water. When continuous
flow equipment is being used, the activated
carbon should be added to the limestone
feeder and added to the water with the
limestone slurry. When the batch type of
equipment is being used, the activated
carbon can be added along with other
chemicals in the coagulation tank. Being
9-15-A
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