Particle Size Analysis (Hydrometer Method), Exercises of Law

The method is based on Stoke's law governing the rate of sedimentation of particles suspended in water. 2. Summary of Methods. The sample is treated with sodium ...

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Particle Size (Hydrometer)
1
DATE: SEPT 2004
Particle Size Analysis (Hydrometer Method)
1. Application
The percentage of sand, silt and clay in the inorganic fraction of soil is measured in this
procedure. The method is based on Stoke’s law governing the rate of sedimentation of
particles suspended in water.
2. Summary of Methods
The sample is treated with sodium hexametaphosphate to complex Ca++, Al3+, Fe3+, and
other cations that bind clay and silt particles into aggregates. Organic matter is suspended
in this solution. The density of the soil suspension is determined with a hydrometer
calibrated to read in grams of solids per liter after the sand settles out and again after the
silt settles. Corrections are made for the density and temperature of the dispersing
solution.
3. Safety
Each chemical compound should be treated as a potential health hazard. The laboratory is
responsible for maintaining a current awareness file of OSHA regulations regarding the
safe handling of the chemicals specified in this method. A reference file of material
handling data sheets should be made available to all personnel involved in the chemical
analysis.
4. Interferences
The principal source of error in this procedure is the incomplete dispersion of soil clays.
These clays are cemented by various chemical agents and organic matter into aggregates
of larger size. Failure to effect complete dispersion results in low values for clay and high
values for silt and sand. The rate of sedimentation also is affected by temperature and the
density of the dispersing solution.
5. Apparatus and Materials
5.1 Glass cylinders, 1000-ml capacity
5.2 Thermometer, Fahrenheit
5.3 Hydrometer, Bouyoucos (Fisherbrand Model # 14-331-5c)
5.4 Electric mixer with dispersing cup
5.5 Plunger
5.6 Balance sensitive to ± 0.01g
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DATE: SEPT 2004

Particle Size Analysis (Hydrometer Method)

1. Application

The percentage of sand, silt and clay in the inorganic fraction of soil is measured in this procedure. The method is based on Stoke’s law governing the rate of sedimentation of particles suspended in water.

2. Summary of Methods

The sample is treated with sodium hexametaphosphate to complex Ca++, Al3+, Fe3+, and other cations that bind clay and silt particles into aggregates. Organic matter is suspended in this solution. The density of the soil suspension is determined with a hydrometer calibrated to read in grams of solids per liter after the sand settles out and again after the silt settles. Corrections are made for the density and temperature of the dispersing solution.

3. Safety

Each chemical compound should be treated as a potential health hazard. The laboratory is responsible for maintaining a current awareness file of OSHA regulations regarding the safe handling of the chemicals specified in this method. A reference file of material handling data sheets should be made available to all personnel involved in the chemical analysis.

4. Interferences

The principal source of error in this procedure is the incomplete dispersion of soil clays. These clays are cemented by various chemical agents and organic matter into aggregates of larger size. Failure to effect complete dispersion results in low values for clay and high values for silt and sand. The rate of sedimentation also is affected by temperature and the density of the dispersing solution.

5. Apparatus and Materials

5.1 Glass cylinders, 1000- ml capacity 5.2 Thermometer, Fahrenheit 5.3 Hydrometer, Bouyoucos (Fisherbrand Model # 14-331-5c) 5.4 Electric mixer with dispersing cup 5.5 Plunger 5.6 Balance sensitive to ± 0.01g

6. Reagents

6.1 Dispersing solution, 5%: Dissolve 50 g of sodium hexametaphosphate, Na 6 (PO 3 ) 6 in deionized water and dilute to 1 liter.

7. Methods

7.1 Mix 100 ml of the 5% dispersing solution and 880 ml of deionized water in a 1000 ml cylinder. This mixture is the blank. (Note: 100 ml + 880 ml = 980 ml. This blank is not diluted to 1000 ml; the other 20 ml is the volume occupied by 50 g of soil.). 7.2 Weigh 25-50 g of soil and transfe r to a dispersing cup. Record weight to ± 0.01g. 7.3 Add 100-ml of 5% dispersing solution. 7.4 Attach dispersing cup to mixer and mix the sample for 30 – 60 sec. 7.5 Transfer the suspension quantitatively from the dispersing cup to a 1000 ml cylinder. 7.6 Fill to the 1000- ml mark with deionized water equilibrated to room temperature, or allow to stand overnight to equilibrate. 7.7 At the beginning of each set, record the temperature, and the hydrometer reading of the blank, using the procedure described below. 7.8 To determine the density insert plunger into suspension, and carefully mix for 30 sec. until a uniform suspension is obtained. Remove plunger (begin 40 second timer) and gently insert the hydrometer into the suspension. 7.9 Record the hydrometer reading at 40 sec. This is the amount of silt plus clay suspended. The sand has settled to the bottom of the cylinder by this time. (Repeat 7.8 – 7.9 for each sample) 7.10 Record the hydrometer reading again after 6 hours, 52 minutes. This is the amount of clay in suspension. The silt has settled to the bottom of the cylinder by this time.

8. Calculations

8.1 Temperature and density corrections:

  • add 0.2 unit to the readings of the samples for every 1° F above 67° F, and subtract 0.2 unit for every 1° F below 67° F.
  • subtract the density of the blank at each reading, from the corresponding density readings for the samples.

8.2 Percent clay:

% clay = corrected hydrometer reading at 6 hrs, 52 min. x 100/ wt. of sample