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STUDY OF ALUM DOSAGE REQUIREMENT
FOR VARIOUS SURFACE WATER SOURCES IN
  AND AROUND IIT GUWAHATI CAMPUS



           Ankur Bansal (09010408)
           Doshi Param (09010415)
        Gagandeep Singh (09010417)
       Md. Qamaruddin Khan (09010433)
       Minakhi Prasad Misra (09010435)
Why Alum?
Introduction
Permissible Values of Turbidity

        USA          0.5 – 1 NTU


  European Union     Inoffensive


     Canadian        0.1 – 1 NTU


  Indian Standards    10 NTU
An integral step in the
Water Treatment Process
Colloidal Interactions
The DLVO Theory
Electrical
Repulsion


 Van der
  Waal’s
Attraction
Energy Barrier




 Energy Trap
Coagulation
and
Flocculation
Destabilisation and Agglomeration of Colloids
Ionic Layer Compression




Addition of ionic Salts brings
about an ionic compression.

Ionic compression squeezes the
repulsive energy curve reducing
its influence. Further
compression would completely
eliminate the energy barrier.
Charge Neutralisation




Coagulant addition lowers the
surface charge and drops the
repulsive energy curve. More
coagulant can be added to
completely eliminate the energy
barrier.
Inter-particle Bridging




Bridging occurs when a
coagulant forms threads or
fibers which attach to several
colloids, capturing and binding
them together.

Inorganic primary coagulants
and organic polyelectrolytes
both have the capability of
bridging.
Colloid Entrapment



Colloid entrapment involves
adding relatively large doses of
coagulants. Some charge
neutralization may occur but
most of the colloids are literally
swept from the bulk of the
water by becoming enmeshed
in the settling hydrous oxide
floc. This mechanism is often
called sweep floc.
Alum – How it works.
Role of Alum in Coagulation-Flocculation
Addition in water




When aluminum sulfate is added to water, hydrous oxides of
aluminum are formed.

The simplest of these is aluminum hydroxide (Al (OH)3), which
is an insoluble precipitate.

But several, more complex, positively charged soluble ions are
also formed, including:
Reaction
Alum based Coagulation and Flocculation




The mechanism of coagulation by alum includes both charge
neutralization and sweep floc.

One or the other may predominate, but each is always acting to
some degree. It is probable that charge neutralization takes
place immediately after addition of alum to water.

Simultaneously, aluminium hydroxide precipitates will form. The
precipitate grows independently of the colloid
population, enmeshing colloids in the sweep floc mode.
Experimentation
Determination of Alum Requirement
Standard Solution used

Al2(SO4)3.16H2O

10 mg per ml of solution in water
Results
Discussions on Observations and Conclusions
Source 2: Lake Behind the Library
                     9



                     8



                     7
Turbidity (in NTU)




                     6



                     5



                     4



                     3



                     2



                     1



                     0
                         0   1   2   3   4     5     6     7   8   9   10   11


                                         Alum Dose (in mg/l)
Source 3: Serpentine Lake
                     14



                     12
Turbidity (in NTU)




                     10



                     8



                     6



                     4



                     2



                     0
                          0   2   4   6   8       10    12       14   16   18   20   22


                                              Alum Dose (mg/l)
Alum Dosage
Source
                                (mg/l)
Lake beside the Cricket field   7

Lake behind the Library         12

Lake Serpentine                 12

Brahmaputra                     37
Thank You.

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Alum requirement for surface water

Editor's Notes

  1. The DLVO Theory (named after Derjaguin, Landau, Verwery and Overbeek) is the classic explanation of how particles interact. It looks at the balance between two opposing forces - electrostatic repulsion and van der Waals attraction - to explain why some colloids agglomerate and flocculate while others will not.Repulsion: Electrostatic repulsion becomes significant when two particles approach each other and their electrical double layers begin to overlap. Energy is required to overcome this repulsion and force the particles together. The level of energy required increases dramatically as the particles are driven closer and closer together.Attraction: Van der Waals attraction between two colloids is actually the result of forces between individual molecules in each colloid. The effect is additive; that is, one molecule of the first colloid has a van der Waals attraction to each molecule in the second colloid. This is repeated for each molecule in the first colloid and the total force is the sum of all of these.
  2. The DLVO theory combines the van der Waals attraction curve and the electrostatic repulsion curve to explain the tendency of colloids to either remain discrete or to flocculate. The combined curve is called the net interaction energy. At each distance, the smaller energy is subtracted from the larger to get the net interaction energy. The net value is then plotted - above if repulsive, below if attractive – and the curve is formed. The net interaction curve can shift from attraction to repulsion and back to attraction with increasing distance between particles. If there is a repulsive section, then this region is called the energy barrier and its maximum height indicates how resistant the system is to effective coagulation. In order to agglomerate, two particles on a collision course must have sufficient kinetic energy (due to their speed and mass) to jump over this barrier. Once the energy barrier is cleared, the net interaction energy is all attractive. No further repulsive areas are encountered and as a result the particles agglomerate. This attractive region is often referred to as an energy trap since the colloids can be considered to be trapped together by the van der Waals forces.
  3. The results obtained through this study suggests that the Lake beside the Cricket field has the lowest requirement for alum dosage, followed closely by the Lake behind the Library and Lake Serpentine. However, the River Brahmaputra has a higher requirement for alum dosage. This may be explained by the fact that the river Brahmaputra carries a significant amount of turbidity owing to its high debris carrying capacity. This is exacerbated by the anthropogenic sources of pollution in and around the vicinity of the source of collection of sample. The lakes require a lesser amount of alum dose as the level of pollution within the IIT Guwahati campus is very low. Another reason for the low alum requirement may be that the samples were collected from near the surface of the lakes; most turbidity settles down in such still lakes and thus do not manifest themselves in the sample taken.