The apparatus described above, is adapted for velocities in the
elutriating cylinder varying from two-tenths millimeter to four
millimeters per second. The largest silt particles which can be
separated by the velocities given above, have approximately a diameter
of 0.08 millimeter. For the separation of larger particles a sieve can
take the place of the silt apparatus. If, however, it be desired to
subject larger particles to silt analysis, the dimensions of the
elutriating cylinder and of the outlet of the delivery tube must be
changed accordingly.
_Preparation of Sample._—The conduct of silt analysis of natural soils
must, in certain cases, be preceded by a special treatment of the
sample. If the latter be rich in humus the organic substance must
previously be separated as completely as possible. With sandy soils this
can be accomplished by ignition. With clayey soils, on the contrary, it
is to be performed by boiling the soils at least one hour with water
which contains from one to two per cent of free alkali. Soils which
contain lime must also be subjected to treatment with dilute
hydrochloric acid, and the hydrochloric acid must be as carefully
removed, as possible before the sample is subjected to elutriation;
afterward follows the boiling of the sample in the ordinary way with
water. This, of course, can be omitted when it has already been treated
with boiling dilute alkali. It is also important to remove the larger
particles by a sieve before the elutriation begins. It is well to pass a
sample through a sieve after it has been boiled, by which all particles
of a larger diameter than 0.2 millimeter are removed. This will usually
require about one liter of water and this water should be allowed to
rest from one to two hours and poured off with the suspended material
which it contains. Only what subsides should be brought into the
apparatus. In rinsing the sample as much water must be used as will fill
the apparatus up to its cylindrical portion.
Public-domain text, read in full here on John Shaqi.
Reviews
Reviews
No reviews yet
Be the first to share your thoughts on this work.
Elsewhere in the archive
Join the Discussion
Join the discussion
Sign in to leave a comment or review.
Sign InorCreate an account