DETERMINATION OF OPTIMUM COAGULANT DOSE
USING JAR TEST APPARATUS
AIM:- To
determine the optimum coagulant dose.
APPARATUS:-
Jar test apparatus and Nephelo turbidity meter.
THEORY:-
In plain sedimentation, very fine suspended particles of size 0.006mm to
0.002mm are not removed, since they required a detention period of 10 hours to
4 days which is impracticable. In addition to this fine suspended particle,
water also contains electrically charged colloidal particles which are
continuously in motion and never settle down due to gravity. It has been found
that, the above mentioned impurities can be removed by sedimentation with
coagulation.
It has been
found that when certain chemicals (i.e. coagulants) are added to water an
insoluble, gelatinous precipitate is formed. This precipitate during its
formation and descent through the water absorbs very fine suspended and
colloidal impurities there by reducing the turbidity of the water.
RELEVANCE:-
Coagulation
of raw water using the optimum coagulant dose removes colloidal impurities from
the water. These colloidal impurities are normally associated with organic
matter containing pathogenic bacteria which are responsible for water borne
diseases. The chemical coagulation also makes the process of disinfection more
effective. Coagulation also removes objectionable colour, taste and odour’s from
water. Usually the dose of Alum varies between 5mg/lit for relatively clear
water to about 85 mg/lit for very turbid waters. The average dose is about
20mg/lit.
CHEMICAL REAGENTS:-
ALUM SOLUTIONS:-
Dissolve 1.0 gram of Alum in 1 lit of distilled water so that each ml. of Alum
solution contains one milligram of Alum.
PROCEDURE:-
Take 2 lit of sample water in all the six jars of the apparatus. Then add Alum
solution in each of the six jars in varying amounts. The range of Alum dose
depends upon the turbidity of the raw sample water. The normal range of Alum
dose varies between 15ppm to 60ppm. Add the Alum solution to each of the six
jars as per the tabular column shown in observation sheet. After adding
different amounts of Alum solution in the all six jars, place the jars on the
platform provided and fix the stirring paddle to the connecting rod which
rotates by a gear and spindle system, with thee help of electric motor, the
paddles are rotated at a speed of 30-40 rpm for about 2 minutes. The speed of the
paddles are then reduced to a minimum so as to cause flocculation and stirring
is continued to about 20-30 min. the rotation of paddles are then stopped and
floc is allowed to settle for 30min. then pippet out the supematant from each
jar and measure the turbidity using nephelometer.
GRAPH:-
Plot a graph between the coagulant dose applied and turbidity of coagulated
sample, by taking turbidity value on Y-axis and Alum dose on X-axis; as shown
below. Then determine optimum coagulant dose from the graph which corresponds
to minimum turbidity.
OBSERVATIONS:
Jar No.
|
Alum dose in mg/lit
|
ml of Alum solution to be added in 2000ml
|
|
|
|
CALCULATIONS:-
RESULTS:-
INTERPRETATION OF
RESULTS:-
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