Rapid Sand Filtration

SOLUTION

 

The effect of increase in certain rapid sand filter and influent particle characteristics on time (TB) for reaching particle breakthrough (turbidity > 2.5 NTU) in the effluent, and time (TH) of reaching terminal head-loss (>3 m) across filter bed are given below.  Explain the results based on you understanding of filter operation and particle removal mechanisms operative in rapid sand filters.  Assume that when one characteristic is changed, all other characteristics remain fixed.

 

Parameter

 

Time to Breakthrough

TB

Time to Terminal Headloss

TH

 

Filter Depth (L)

 

Increase

 

Decrease

Superficial Velocity (Vs), (m3/m2/h)

 

Decrease

 

Decrease

Influent Particle Concentration, (Co), mg/L)

 

Decrease

 

Decrease

 

Floc Strength

 

Increase

 

Decrease

 

Collector diameter (d), m

 

Decrease

 

Increase

 

Porosity, a

 

Decrease

 

Increase

Particles not Destabilized by Addition of Coagulants

 

Decrease

 

Increase

 

Solution:

 

Effect of Increase in Filter Depth (L):

TB:       TB will increase since particles in water will have the opportunity to potentially interact with more collectors, and hence the chance for particle attachment to a collector is more.

TH:       Since bed depth is more, water is encounter more resistance is passing through the bed.  Hence TH will decrease.

 

Effect of Increase in Superficial Velocity (Vs):

TB:       Since pore velocity is more, the shear forces experienced by collected particles will be more.  Hence particle detachment will be more, leading to a decrease in TB.

 

TH:       Since particle loading rate on the filter and rate of particle collection in the filter will increase, the porosity of the filter bed will decrease more rapidly, leading to more rapid head-loss buildup and hence a decrease in TH.

Effect of Increase in Influent Particle Concentration (Co):

TB:       Particle loading rate on the filter, rate of particle collection and hence porosity of the filter bed will decrease more rapidly.  Thus pre velocity in the filter bed will increase more rapidly, leading to more rapid particle detachment.  This will lead to decrease in TB. 

 

TH:       Since particle loading rate on the filter and rate of particle collection in the filter will increase, the porosity of the filter bed will decrease more rapidly, leading to more rapid head-loss buildup and hence a decrease in TH.

 

Effect of Increase in Floc Strength:

TB:       Particle detachment due to shear forces will become less prominent leading to increase in TB.

 

TH:       Since particle retention in the filter will be more, the porosity of the filter bed will decline faster leading to faster buildup of head-loss and hence TH will decrease.

 

Effect of Increase in Collector Diameter (d):

TB:       Increase in collector diameter will mean the presence of a lesser number of collectors in the filter media.  This will result is lesser number of potential interaction between a particle and a collector.  Thus TB is expected to decrease.

 

TH:       Since lesser number of particles will be collected as mentioned above, the rate of head-loss buildup will be lower, leading to increase in TH.

 

Effect of Increase in porosity (a):

It must be realized that porosity of the filter media does not depend on particle size, but on grading of particles. Well-graded sand, i.e., with a broader particle size distribution will have less porosity, as compared to poorly graded sand with a narrower particle size distribution.

TB:       In case poorly graded sand (with more porosity) is used as the filter media, the influent particles will potentially encounter lesser number of collectors and will not be collected efficiently.  Hence TB will decrease.                  

 

TH:       Increase in porosity of sand and poor particle collection as described above will result in lower rate of head-loss build-up and hence increase in TH.

 

Effect of Non-Addition of Coagulant:

TB:       If no coagulants are added, the particles will be stable and hence will not attach efficiently to the filter media.  Hence TB will decrease.

 

TH:       Since rate of particle collection in the filter media will be lower as described above, the rate of head-loss buildup will also be lower, leading to an increase in TH.