The filtration of public water-supplies: Third edition, revised and enlarged.Hazen, Allen
Science
The filtration of public water-supplies: Third edition, revised and enlarged.
Hazen, Allen
Filters and filtration; Water-supply
=Determination of the Sizes of the Sand-grains.=—The sizes of the
sand-grains can be determined in either of two ways—from the weight of
the particles or from micrometer measurements. For convenience the size
of each particle is considered to be the diameter of a sphere of equal
volume. When the weight and specific gravity of a particle are known,
the diameter can be readily calculated. The volume of a sphere is
1/6π_d_³, and is also equal to the weight divided by the specific
gravity. With the Lawrence materials the specific gravity is uniformly
2.65 within very narrow limits, and we have _w_/2.65 = 1/6π_d_³.
Solving for _d_ we obtain the formula _d_ =.9∛_w_, where _d_
is the diameter of a particle in millimeters and _w_ its weight in
milligrams. As the average weight of particles, when not too small,
can be determined with precision, this method is very accurate, and
altogether the most satisfactory for particles above 0.10 millimeter;
that is, for all sieve separations. For the finer particles the method
is inapplicable, on account of the vast number of particles to be
counted in the smallest portion which can be accurately weighed, and
in these cases the sizes are determined by micrometer measurements.
As the sand-grains are not spherical or even regular in shape,
considerable care is required to ascertain the true mean diameter. The
most accurate method is to measure the long diameter and the middle
diameter at right angles to it, as seen by a microscope. The short
diameter is obtained by a micrometer screw, focussing first upon the
glass upon which the particle rests and then upon the highest point to
be found. The mean diameter is then the cube root of the product of the
three observed diameters. The middle diameter is usually about equal
to the mean diameter, and can generally be used for it, avoiding the
troublesome measurement of the short diameters.
The sizes of the separations of the sieves are always determined from
the very last sand which passes through in the course of an analysis,
and the results so obtained are quite accurate. With the elutriations
average samples are inspected, and estimates made of the range in
size of particles in each portion. Some stray particles both above
and below the normal sizes are usually present, and even with the
greatest care the result is only an approximation to the truth; still,
a series of results made in strictly the same way should be thoroughly
satisfactory, notwithstanding possible moderate errors in the absolute
sizes.
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