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PARTICLE SIZE ANALYSIS:
SEDIMENTATION ANALYSIS,HYDROMETER
ANALYSIS
PRESENTED BY :
Sedimention analysis:
SEDIMENTATION ANALYSIS
 Application:-
Determination of the grain size distribution of the soil fraction finer than 75 μ in size
 principle:-
Stokes law : The velocities of of free fall of spherical, fine particles, through a liquid are
different for different sizes.
 According to Stokes’s Law, the terminal velocity ,v is given by
V ∝ D2
using v in terms of distance/time we get; relationship
between time and diameter.
D∝ 1/√t
therefore D∝√v
HYDROMETER ANALYSIS
FINE-GRAIN ANALYSIS
Hydrometer Method Pipette Method
10cc of soil suspension is collected
Indirectly calculated by reading
density of soil suspension
• Let AA is the surface at which Hydrometer
calculates the specific gravity of liquid
• BB is the free surface of liquid
HR
HR
As we insert Hydrometer into the graduated cylinder
AA and BB surface rise to AA’ and BB’ respectively
HR
HR = Effective Depth
H1 = Height of Hydrometer’s submerged neck
h = Height of Hydrometer’s Bulb
A = Cross-sectional area of jar
VH / A = Rise in B
VH / 2A = Rise in A
1
 A graph is plotted between the Hydrometer reading RH and the effective depth HR . This is
called calibration plot. Such a calibration plot would take care of the effect of immersion of
hydrometer.
References
1. IS : 2720 (Part-4) - 1985
2. Basic and Applied Solid Mechanics By Gopal Ranjan and A.S.R. Rao
Particle size analysis hydrometer
Particle size analysis hydrometer

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Particle size analysis hydrometer

  • 1. PARTICLE SIZE ANALYSIS: SEDIMENTATION ANALYSIS,HYDROMETER ANALYSIS PRESENTED BY :
  • 2. Sedimention analysis: SEDIMENTATION ANALYSIS  Application:- Determination of the grain size distribution of the soil fraction finer than 75 μ in size  principle:- Stokes law : The velocities of of free fall of spherical, fine particles, through a liquid are different for different sizes.
  • 3.  According to Stokes’s Law, the terminal velocity ,v is given by V ∝ D2 using v in terms of distance/time we get; relationship between time and diameter. D∝ 1/√t therefore D∝√v
  • 4. HYDROMETER ANALYSIS FINE-GRAIN ANALYSIS Hydrometer Method Pipette Method 10cc of soil suspension is collected Indirectly calculated by reading density of soil suspension
  • 5.
  • 6. • Let AA is the surface at which Hydrometer calculates the specific gravity of liquid • BB is the free surface of liquid HR HR As we insert Hydrometer into the graduated cylinder AA and BB surface rise to AA’ and BB’ respectively
  • 7. HR HR = Effective Depth H1 = Height of Hydrometer’s submerged neck h = Height of Hydrometer’s Bulb A = Cross-sectional area of jar VH / A = Rise in B VH / 2A = Rise in A 1
  • 8.  A graph is plotted between the Hydrometer reading RH and the effective depth HR . This is called calibration plot. Such a calibration plot would take care of the effect of immersion of hydrometer.
  • 9.
  • 10.
  • 11.
  • 12. References 1. IS : 2720 (Part-4) - 1985 2. Basic and Applied Solid Mechanics By Gopal Ranjan and A.S.R. Rao