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SEDIMENTATION STUDIES APPARATUS

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SEDIMENTATION STUDIES APPARATUS

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DESCRIPTION:
Settling or sedimentation is the separation of solid particles from fluids under the gravitational force. When a solid particle moves in a fluid. Then a number of forces are acting on it:
     1.    The gravitational force, acting downward.
     2.    The buoyant force, acting upward.
     3.    The drag force, acting upward.
When a particle fall in a fluid under constant force, e.g. force of gravity, then particle accelerates for some time, but when the accelerating force equals the retarding force (Buoyant force and Drag force) then the resultant force acting on the particle will be zero, and particle quickly reaches velocity, which is the maximum attainable under the circumstances and which is called the terminal velocity. When slurry is prepared in a container and then allowed to remain undisturbed for some time, four settling zones will appear as below:
  1. Supernatant Layer
  2. Slurry Zone
  3. Transition Zone
  4. Concentration Sludge Zone.
Ultimately zone A of clear liquid and zone D of the sludge will be left. When all the solid particles settle in zone D, then this is critical stage and after this no settling takes place. With further passage of time, the height of the zone D will decrease due to the compression of the sludge on account of its own weight. Settling can be free settling or hindered settling. But most of the slurries settle under hindered conditions. Free settling is that in which the motion of one particle is unaffected by the motion of the other particle while in case  of  hindered  settling  many  particles  are  present  so  there  is  mutual  interference  in  the  motion  of  the particles and the velocity of motion or rate of settling is reduced.
The  present  set-up  with  5  Nos.  of  Borosilicate  Glass  Graduated  Cylinders  is  designed  to  study  the  zone settling depending upon the concentration and characteristics of the particles. These cylinders can be easily removed for cleaning. Rate of change in height of the various liquids/solids interfaces with respect to time can be measured with the help of stop watch.
EXPERIMENTATION: 
To determine
i)    Effect of initial concentration and initial suspension height on sedimentation rates.
ii)   Effect of particle size distribution.
iii)  Use of flocculating additives.
 
UTILITIES REQUIRED: 
  •    Electricity Supply : 1 Phase, 220 V AC.
  •    Digital Balance, Cap. 250 gm, LC 0.01 gm.
  •    Specific Gravity Bottle capacity 50 ml. 
TECHNICAL DETAILS:
Cylinders Five Graduated cylinders (Mounted vertically)
Material Borosilicate Glass
ID 50 to 51 mm
Length 1 m
Stop Watch Electronic
Collecting Tanks Capacity 2 Ltrs. (3 Nos.)
The set-up has the back lighting arrangement.
An ENGLISH instruction manual consisting of experimental procedures, block diagram etc. will be provided along with the Apparatus
The whole set-up is well designed and arranged on a rigid structure painted with industrial PU Paint.
 
Ordering Details:
Catalogue No Description
JIEBE-006 SEDIMENTATION STUDIES APPARATUS
 
Description

Details

DESCRIPTION:
Settling or sedimentation is the separation of solid particles from fluids under the gravitational force. When a solid particle moves in a fluid. Then a number of forces are acting on it:
     1.    The gravitational force, acting downward.
     2.    The buoyant force, acting upward.
     3.    The drag force, acting upward.
When a particle fall in a fluid under constant force, e.g. force of gravity, then particle accelerates for some time, but when the accelerating force equals the retarding force (Buoyant force and Drag force) then the resultant force acting on the particle will be zero, and particle quickly reaches velocity, which is the maximum attainable under the circumstances and which is called the terminal velocity. When slurry is prepared in a container and then allowed to remain undisturbed for some time, four settling zones will appear as below:
  1. Supernatant Layer
  2. Slurry Zone
  3. Transition Zone
  4. Concentration Sludge Zone.
Ultimately zone A of clear liquid and zone D of the sludge will be left. When all the solid particles settle in zone D, then this is critical stage and after this no settling takes place. With further passage of time, the height of the zone D will decrease due to the compression of the sludge on account of its own weight. Settling can be free settling or hindered settling. But most of the slurries settle under hindered conditions. Free settling is that in which the motion of one particle is unaffected by the motion of the other particle while in case  of  hindered  settling  many  particles  are  present  so  there  is  mutual  interference  in  the  motion  of  the particles and the velocity of motion or rate of settling is reduced.
The  present  set-up  with  5  Nos.  of  Borosilicate  Glass  Graduated  Cylinders  is  designed  to  study  the  zone settling depending upon the concentration and characteristics of the particles. These cylinders can be easily removed for cleaning. Rate of change in height of the various liquids/solids interfaces with respect to time can be measured with the help of stop watch.
EXPERIMENTATION: 
To determine
i)    Effect of initial concentration and initial suspension height on sedimentation rates.
ii)   Effect of particle size distribution.
iii)  Use of flocculating additives.
 
UTILITIES REQUIRED: 
  •    Electricity Supply : 1 Phase, 220 V AC.
  •    Digital Balance, Cap. 250 gm, LC 0.01 gm.
  •    Specific Gravity Bottle capacity 50 ml. 
TECHNICAL DETAILS:
Cylinders Five Graduated cylinders (Mounted vertically)
Material Borosilicate Glass
ID 50 to 51 mm
Length 1 m
Stop Watch Electronic
Collecting Tanks Capacity 2 Ltrs. (3 Nos.)
The set-up has the back lighting arrangement.
An ENGLISH instruction manual consisting of experimental procedures, block diagram etc. will be provided along with the Apparatus
The whole set-up is well designed and arranged on a rigid structure painted with industrial PU Paint.
 
Ordering Details:
Catalogue No Description
JIEBE-006 SEDIMENTATION STUDIES APPARATUS
 
Additional Information

Additional Information

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