Soils, their formation, properties, composition, and relations to climate and plant growth in the humid and arid regionsHilgard, Eugene W. (Eugene Woldemar)
Science
Soils, their formation, properties, composition, and relations to climate and plant growth in the humid and arid regions
Hilgard, Eugene W. (Eugene Woldemar)
Soils
Peaty soils, however, and all those containing a relatively large
amount of humus, are also liable to visible shrinkage when passing from
the wet to the dry condition. But on account of their looseness and
porosity such shrinkage does not usually result in the formation of
cracks or rupture of the roots, as is the case in heavy clay lands. The
entire mass of the soil then shrinks downwards, but rarely forms cracks
on the surface. Hence the introduction of humus into “heavy” soils is
among the best means of improving their tilling qualities.
_Formation of Surface Crusts._—Some soils, especially those of a
clay-loam character, are very liable to the formation of hard surface
crusts from the beating of rains, and from surface irrigation; owing,
doubtless, to the ready deflocculation of their clay substance. It is
not easy to define the precise physical composition conducive to this
crust formation; but the subjoined physical analyses show examples
of soils in which this tendency is very prominent and is frequently
annoying, in that when they occur in the regions of frequent summer
rains, it becomes necessary after each one to till the surface in hoed
crops (_e. g._, in cotton-fields) in order to prevent the injurious
effects of such consolidation of the surface. It may, of course, be
prevented by mulching, or on the large scale by green-manuring, to such
extent as to prevent contraction.
The subjoined physical analyses of two soils from the
Brown-Loam region of Northern Mississippi (see chap. 24),
shows the composition of lands excellent in every respect
other than the tendency to crust after each rain:
PHYSICAL ANALYSES OF CRUST-FORMING SOILS.
===========================================================
|Diameter.|Hydr. Value.|No. 219.|No. 197.
------------------+---------+------------+--------+--------
Coarse materials | 1-3 mm. | | } |
| | | } .23 |
{ |.5-1 “ | | } |
{ | .50 | 64 mm. | 1.47 |
Sand { | .30 | 32 “ | 2.33 | .79
{ | .16 | 16 “ | 1.17 |
{ | .12 | 8 “ | .78 | .18
| | | |
{ | .072 | 4 “ | .76 | .78
{ | .047 | 2 “ | 9.79 | 3.56
Silt { | .036 | 1 “ | 7.20 | 13.12
{ | .025 | .50 | 13.11 | 16.64
{ | .016 | .25 | 15.07 | 27.28
{ | .010 | <.25 | 26.36 | 18.87
| | | |
Clay | ? | <.0023 | 19.10 | 17.23
------------------+---------+------------+--------+--------
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