accidental rather than normal to a stream, result in the development of
terraces from flood-plains. (1) If there be uplift in a region where
the rivers have flats, the streams are rejuvenated, and the remnants
of their former flood-plains become terraces. (2) If an alluvial
flood-plain has been built as the result of an excessive supply of
sediment (p. 186), the exhaustion or withdrawal of the excessive supply
would leave the stream again relatively clear, and free to erode where
it had been depositing. It would forthwith set to work to carry away
the material which it had temporarily unloaded on the plain. The plains
built up in many valleys in the northern part of our continent during
the glacial period, when the drainage from the ice coursed through
them, have subsequently been partially destroyed by erosion, and their
remnants have become terraces. A notable reduction in the amount of
available sediment, even when the earlier supply was not excessive,
produces a similar result. (3) A notable increase in the volume of a
stream, without corresponding increase in load, as when one stream
captures another, may occasion the development of terraces by allowing
the stream to deepen its channel. (4) Above any barrier which dams a
stream, a flood-plain is likely to be developed. When the barrier is
removed the stream will cut more or less deeply into the plain above,
leaving terraces. (5) The recession of a falls through a flood-plain
converts such parts of it as remain, into terraces.
In conclusion, it may be stated that many river terraces, mostly
very low, are normal features of valley development, coming into
existence at definite stages in a valley’s history. They are generally
composed, in large part, of river alluvium. Others result from more
or less accidental causes, working singly or in conjunction, and to
this class belong all of the more conspicuous terraces developed from
flood-plains. The structure of a terrace often affords some clue to its
origin (Fig. 196).
[Illustration: +Fig.+ 196.—Terraces partly of rock and partly of
alluvium. Such terraces indicate successive uplifts, or some other
change which had a similar effect on the stream which made the
valley.]
=Discontinuity of terraces.=—When a stream sinks its channel into
its flood-plain, it does not follow that a terrace remains on each
side. Where the stream’s deepened channel is in the middle of its
flood-plain, there is, temporarily, a terrace on either side; but
wherever the deepened channel is at one margin of its flood-plain,
a terrace remains on the other side only. Even where continuous at
the outset, terraces soon become discontinuous, for all processes of
subaërial erosion conspire to destroy them. A stream is likely to
meander on its second and later flood-plains, as on its first and
highest one. Wherever the meanders on its second flood-plain reach the
borders of the first flood-plain, the terrace at that point disappears,
and since the meanders are continually migrating, terraces are
continually disappearing. The same would be true of the second terrace,
if a second were developed. The removal of portions of a terrace by
the sweep of meanders is likely to leave the remnants cuspate toward
the stream.[91] Again, tributary streams, in bringing their channels
into topographic adjustment with their mains, cut through the terraces
of the latter. New gullies develop on the faces of the terraces and
their heads work back across them, dissecting them still further. At
the same time, sheet erosion and other phases of slope wash tend to
drive the scarps of the terraces back toward the bluff beyond. By the
time a second series of terraces is well developed, no more than meagre
remnants of the first may remain.
From the foregoing considerations it is clear that the extent to which
river terraces once developed, now remain, is dependent in part on the
length of time which has elapsed since the river sank its channel below
them. Other things being equal, the greater their age the more meagre
their remnants.
Terraces developed from river plains formed chiefly by alluviation
stand a better chance of long life than most other alluvial terraces.
This is because of the configuration of the original valley, the
aggradation of which gave origin to the plain. The principle involved
is illustrated by Fig. 197. In developing the second flood-plain the
river encounters the rock wall of the valley. This greatly retards
lateral erosion, and the terrace above, _defended_[92] by the rock, is
likely to be long-lived.
[Illustration: +Fig.+ 197.—Diagram to show why certain terraces are
longer lived than others.]
Alluvial terraces, like rock shelves, are popularly thought to mark
“old levels of the river.” In one sense this is true, but not in the
sense in which the expression is commonly used. Every level, from the
crest of the bounding bluffs to the bottom of a valley, is a level at
which water ran for a longer or shorter time; but the terrace does not
mean that the river was once so much larger than now as to fill the
valley from its present channel to the level of the terraces.
=Termini of terraces.=—From the mode of development of terraces it will
be seen that, traced up-stream, each terrace should theoretically grade
into a flood-plain at its upper end (Fig. 194), and that the upper end
of the second (from the top) terrace, where there are two, would not
be so far up-stream as the upper end of the first (highest). This is
represented diagrammatically in Fig. 198.
The down-stream termini of terraces are rarely distinct. This is partly
because the notable meandering of the streams in their lower courses
is antagonistic to the preservation of terraces. If all terraces
once developed remained, and if delta-building proceeded without
interruption from waves, the relations should be somewhat as follows:
Traced down-stream, the cliff between the oldest (highest) terrace and
the next younger becomes gradually lower until it finally disappears,
and the continuation of the two is found in a common plain. The cliff
between the second and third terraces should disappear in the same way,
and below its disappearance the plain representing their continuation
is continuous with that representing the continuation of the first and
second. The cliff between the second and third terraces may or may not
continue farther down-stream than that between the first and second.
The plains below the terraces finally become continuous with the lowest
flood-plain and with the delta. These relations can rarely be seen
because of the destruction of the older terraces, and because of the
erosion by waves along shore.
[Illustration: +Fig.+ 198.—Diagram looking up the valley, showing two
terraces below, one in the middle, and none above. The relations are
purely diagrammatic.]
The topography of terraces is similar to that of flood-plains, except
in so far as modified by erosion. While flat in general, the terrace
may slope either toward or from the valley bluff, and its surface
may be marked by all the minor irregularities which characterize a
flood-plain.
CHAPTER IV.
THE WORK OF GROUND- (UNDERGROUND) WATER.
Many familiar facts demonstrate the general presence of abundant water
beneath the surface of the land. The thousands of wells in regions
peopled by civilized races, and the countless springs which issue from
the sides of mountains and valleys are a sufficient proof both of the
wide distribution of ground-water and of its great abundance.
Certain well-known facts make it clear that ground-water is intimately
connected with rainfall. In a dry season the level of the water in
wells commonly sinks, and after a heavy rain it rises (p. 71); and
the amount of sinking is greater when the drought is long, and the
rise is most notable when the rainfall is heavy. Many springs which
discharge large quantities of water during a wet season flow with
reduced volume, or cease to flow altogether in periods of drought.
Furthermore, the water of springs and wells has the properties which
rain-water would possess after sinking beneath the surface and
dissolving mineral substances. Rain-water is seen to sink beneath the
surface with every shower, and since this source seems altogether
adequate for ground-water, and since no other source is known whence
any considerable amount of ground-water might come, it is concluded
that atmospheric precipitation is its chief source.
Water gets beneath the surface by processes which are readily seen.
Wherever the soil is porous some of the rain which falls upon it is
absorbed. Sinking through the soil to the solid rock it finds cracks
and pores through which it descends to great depths. Nowhere are the
rocks beneath the mantle rock so compact and so free from cracks, when
any considerable area is considered, as to prevent the percolation of
water through them.
=Conditions influencing descent of rain-water.=—There are several
conditions which influence not only the amount of water which sinks
beneath the surface in a given area, but the proportion of the
precipitation which follows this course. These are as follows: (1)
_Amount of precipitation._—In a general way it is true that the
greater the amount of precipitation the greater the amount of water
which will sink beneath the surface. Other things being equal, a region
of heavy precipitation is a region where wells are easily obtained
and springs common. (2) _Rate of precipitation._—A given amount of
precipitation may be concentrated in a short interval, or distributed
through a considerable period of time. In the latter case more of the
water sinks beneath the surface; in the former, a larger proportion
runs off over the surface. The reason is readily seen. Water passes
through small spaces, such as those of soil, slowly, and its rate of
passage decreases rapidly with decreasing size of the passageways.
When rain falls rapidly on a surface of even moderately close texture,
the uppermost layer of soil is promptly filled with water, and since
the water passes downward slowly, the uppermost saturated part of the
soil becomes virtually impervious. While in this condition, the water
which falls on it will run off if there be slope, and stand if there be
none. In the latter case it will sink slowly as the water in the soil
passes down to lower levels. If precipitation takes place no faster
than the water can sink through the soil, all the water may become
ground-water. (3) _The topography of the surface_ has much to do with
determining the proportion of rainfall which becomes ground-water. If
the surface be flat, more will sink in; if it be sloping, more of it
will run off before it has time to sink. Other things being equal, the
steeper the slope the larger the proportion of the rainfall which will
run off over it. (4) _The texture of the soil_, or other material on
which the rain falls, helps to determine what proportion of it sinks
beneath the surface. If the surface materials be porous, the water
sinks readily; if of close texture, it finds less ready ingress. Other
things being equal, the closer the texture of the soil the less the
proportion of the rainfall which will enter it. (5) _The texture and
structure of the rock_ beneath the surface have some influence on the
amount of ground-water. The rock may be stratified or massive; it may
be abundantly or sparsely jointed; it may be porous or compact. On the
whole, stratified rock is more favorable for the entrance of water
than unstratified, partly because of its greater average porosity,
and partly because the planes of division between beds often allow
the passage of water. If the beds of stratified rock are vertical or
inclined, water finds its way into them more readily than if they are
horizontal, in so far as it descends along stratification planes.
Horizontally bedded rock, or rock which is not bedded at all, may be so
much jointed, and the joints so open, as to allow the water to enter
readily.
The conditions favorable to the sinking of abundant water below the
surface are therefore heavy precipitation, falling slowly on a surface
with little relief, a soil of open texture underlain by rock which is
porous, or affected by vertical or highly inclined planes of cleavage.
The annual discharge of water by rivers is estimated to be about 22
percent. of the rainfall on the land.[93]
=Supply of ground-water not altogether dependent on local
rainfall.=—The amount of ground-water in a given region is not always
entirely dependent on the local rainfall. Ground-water is in constant
movement, and entering the soil or rock at one point it may, after
a long subterranean journey, reach a point far from that at which
it entered. Thus beneath the Great Plains of the West there is much
subterranean water which fell on the eastern slopes of the mountains to
the west. It has flowed beneath the surface to the Plains, where some
of it is now withdrawn for the purposes of irrigation in regions where
rainfall is deficient. The accompanying diagram (Fig. 199) illustrates
the flow here described.
[Illustration: +Fig.+ 199.—Diagram illustrating the general point that
ground-water is not dependent entirely upon local supply.]
[Illustration: +Fig.+ 200.—Diagram illustrating the position of the
ground-water surface (the dotted line) in a region of undulatory
topography.]
=The ground-water surface. Water table.=—The water table has already
been defined (p. 71) as the upper surface of the ground-water. In
a flat region of uniform structure the ground-water surface is
essentially level, but rises and falls with the rainfall. Where the
topography of a region is not flat, the ground-water surface is not
level. As a rule it is higher, though farther below the surface, under
an elevation than under surrounding lowlands, as illustrated by Fig.
200. The explanation is not far to seek. If a hill of sand be exposed
to rainfall, most of the water falling on its porous surface will sink
into it. If the precipitation continues long enough, as in a protracted
rain, the hill of sand will be filled with water, the water occupying
the interstices between the grains. If the sand of the hill could be
removed, leaving the water which it contains on the same area, it would
constitute a mound perhaps a third or a fourth as high as the hill
itself. If unsupported, this mound of water would spread promptly in
all directions until its surface was level. While the sand remains,
the water in it constitutes a mound, and has a tendency to spread. It
does in fact spread, but since the process involves great friction the
spreading is slow. With the spreading the surface of the water in the
sand sinks, and sinks fastest at the center where it is highest (_b_,
Fig. 201). If the process were not interrupted the surface of the
water in the hill would, in time, sink approximately to the level of
the water in the surrounding land (_d_, Fig. 201); but at every stage
preceding the last, the surface of the water would be higher beneath
the summit of the hill than elsewhere, though farther from the surface.
In regions of even moderate precipitation the water surface beneath
the hills rarely sinks to the level of that in the lowlands adjacent,
before being raised by further rains.
[Illustration: +Fig.+ 201.—Diagram to illustrate the relations of
ground-water to the surface.]
The water-level beneath the lowlands also sinks. Some of it finds its
way into valleys, some of it sinks to greater depths, and some of it
evaporates; but since the water surface beneath the elevation sinks
more rapidly than that beneath the lowland, the two approach a common
level. Their difference will be least at the end of a drought, and
greatest just after heavy rains.
=Depth to which ground-water sinks.=—The depth to which ground-water
penetrates has not been determined empirically. No borings or
excavations of any sort have been made to such depths as to indicate
that its limit was being approached, though some of them are a mile
or more deep. There is a popular belief that water sinks until it
reaches a temperature sufficient to convert it into steam, but except
for special localities where hot lava lies near the surface, this
belief is not well founded. In the first place, it is not known at what
temperature water below the surface would be converted into steam.
While water boils at sea-level at a temperature of 212° (Fahr.) a
higher temperature would be necessary below that level.
Assuming the temperature of water sinking beneath the surface to
be 50° Fahr., its temperature must be raised 162° to bring it to
the temperature at which it would boil at sea-level. On the above
assumption of initial temperature, the following table shows the depths
at which water would reach a temperature of 212° Fahr. under various
assumptions as to the rate of increase of temperature. It shows also
the pressure in atmospheres which would exist at these several depths
if the overlying rock were full of water.
Depth at which Equivalent
Rate of Increase Temperature of 212° Pressure in
of Temperature. would be reached. Atmospheres.
1° for 50 feet 8,100 feet 238 (approximately)
1° for 60 „ 9,720 „ 285 „
1° for 70 „ 11,340 „ 333 „
With an initial temperature of 80°, corresponding to that of the warmer
parts of the earth’s surface, instead of 50°, the table would be as
follows:
1° for 50 feet 6,600 feet 194 (approximately)
1° for 60 „ 7,920 „ 214 „
1° for 70 „ 9,240 „ 272 „
The temperature at which water boils increases with the pressure. A
pressure of about 200 atmospheres is the critical pressure for water;
that is, the pressure which, if increased, will prevent boiling
altogether. The depth at which a pressure of 200 atmospheres would
be reached, supposing the upper rock to be full of water, is about
6800 feet. The temperature of the water at this depth, under various
assumptions as to initial temperature and rate of increase of heat, is
shown in the following table:
Rate of Increase Temperature at a
Initial Temperature. of Temperature. Depth of 6,800 Feet.
50° 1° for 50 feet 186° Fahr.
50° 1° for 60 „ 163° „
50° 1° for 70 „ 147° „
80° 1° for 50 „ 216° „
80° 1° for 60 „ 193° „
80° 1° for 70 „ 177° „
Only one of these temperatures reaches the boiling-point of water _at
sea-level_. It is therefore clear that at this depth water has not
even closely approached the boiling temperature _for this depth_, and
since this is the depth of the critical pressure, it is clear that it
cannot boil at any greater depth. The descent of water is therefore
not stopped, under normal conditions of crustal temperature, because
it reaches its boiling-point. Locally, as in the vicinity of active or
recently extinct volcanoes, the case may be different.
It is conceivable that water may descend until it reaches its critical
temperature (somewhere between 610° and 635° Fahr.). The depth at which
the critical temperature would be reached, under various assumptions,
is shown in the following table:
Rate of Increase Depth of Critical
Initial Temperature. of Temperature. Temperature.
50° 1° for 50 feet 28,000 to 29,250 feet
50° 1° for 60 „ 33,600 to 35,100 „
50° 1° for 70 „ 39,200 to 40,950 „
80° 1° for 50 „ 26,500 to 27,750 „
80° 1° for 60 „ 31,800 to 33,300 „
80° 1° for 70 „ 37,100 to 38,850 „
There is good reason, in the increasing density beneath the surface,
for believing that the rate of increase of temperature decreases with
depth, and therefore that the rate of 1° for 50 feet for the depths
concerned is too high. The greater depths of the table above are
therefore believed to more nearly represent the truth than the lesser
ones. (See discussion of underground temperature in Chapter XI.)
If descending water attained its critical temperature, the extent to
which the resulting _water-gas_ might be absorbed is not known. _So far
as limited by temperature_, therefore, it is not possible to assign
a limit to the descent of water under average conditions of crustal
temperature.
Other considerations seem to place a limit to the descent of water.
Rock, solid and unyielding as it seems, is yet plastic when under
sufficiently great pressure. The cracks and cavities affecting it
are believed to descend a distance which is but slight in comparison
with the radius of the earth. Even if openings were once formed at
greater depths, they could not persist, for the adjacent rock, under
the pressure which there exists, would “flow” in, in effect (though
perhaps not in principle) much as stiff liquid might, and close them.
The outer zone of the earth where cavities may exist is known as the
_zone of fracture_.[94] The depth of the zone of fracture differs for
different rocks, but is not believed to extend below some such depth as
five or six miles, even for the most resistant.[95] It is to be noted
that these depths are less than those at which the critical temperature
of water would be reached under most of the conditions, including all
the more probable ones, specified in the above table.
Let it be assumed that water descends through openings in the rock
to a depth of six miles. At this depth it would, under the various
assumptions specified in the first and second columns of the following
table, have the temperature indicated in the third column:
Initial Rate of Increase Temperature at
Temperature. of Temperature. Depth of Six Miles.
50° 1° for 50 feet 683° Fahr.
50° 1° for 60 „ 578° „
50° 1° for 70 „ 502° „
80° 1° for 50 „ 713° „
80° 1° for 60 „ 608° „
80° 1° for 70 „ 532° „
In two of these cases, namely, those in which the assumed rate of
increase of temperature is highest, the temperature of the water at
the assumed lower limit of the zone of fracture is above the critical
temperature of water. If the assumptions involved in these two cases be
correct, water might descend to the point where it would be converted
into water-gas, and in this condition it might be occluded by the hot
rock. In the other cases, involving the more probable assumptions, the
critical temperature is not reached at a depth of six miles. If pores
and cracks do not extend to greater depths, liquid water could not; and
since the water at this depth has probably not reached its critical
temperature, it cannot exist as water-gas. If it does not exist in the
form of water-gas, its occlusion by the hot rock substance would not
be probable. It would seem, therefore, that the descent of water under
ordinary conditions is much more likely to be limited by the _zone of
fracture_, than by temperature.
=Movement of ground-water.=[96]—Ground-water is in more or less
continual movement. If all the water be pumped out of a well it soon
fills up again to its normal level by inflow from all sides. Springs
and flowing wells also demonstrate the movement of ground-water. Near
the surface the movement of ground-water is primarily downward if the
medium through which it passes is equally permeable in all directions;
but so soon as the descending water reaches the water surface, its
descent is checked and its movement is partly lateral.
The commonest sort of movement of ground-water is that exemplified
as the water sinks beneath the surface, namely, slow percolation
through the pores and cracks of the soil and rock. Ground-water is
not generally organized into definite streams, though underground
streams, mostly small, are sometimes seen in caves and crevices, and
sometimes issue as springs. Most underground streams which issue as
springs probably have definite channels for short distances only
before they issue. It is probable that ground-water frequently flows
in considerable quantity along somewhat definite planes, without
having open channels. Thus every porous bed of rock is likely to
serve as the pathway along which subterranean drainage passes. This
is especially true where the porous bed is underlain by an impervious
one. The “reservoirs” from which artesian wells draw their supply are
not usually streams or lakes, but porous beds of rock through which
abundant water passes. As the supply is drawn off at one point, it is
renewed by water entering elsewhere. Since the freedom of movement of
ground-water is notably influenced by the porosity of the rock, and
since the rock is, on the average, most porous and the pores largest
near the surface, the movement of ground-water is, on the average,
greatest near the surface, and least at its lower limit. In general the
decrease of movement is much more rapid than the decrease in the size
of the pores. It follows that while the upper part of the ground-water,
especially that above ground-water level, moves somewhat freely, the
lower part moves much more slowly. It is probable, indeed, that the
movement in the lower part of the subterranean hydrosphere is extremely
slight.
=The amount of ground-water.=—The porosity of surface rocks varies
widely, and the porosity of but few has been determined.[97] Such
determinations as have been made are chiefly on building stones, in
which the range of porosity varies from a fraction of one percent.,
in the case of granite, to nearly 30 percent. in the case of some
sandstones. Building stone is perhaps more dense than the average
surface rock. Furthermore, such tests as have been made do not take
account of the larger cracks and openings of rock, for these would
not appear in the specimens tested; nor of the mantle rock, which
generally contains a large amount of water. From such determinations
as have been made it is estimated that the average porosity of the
outer part of the lithosphere is somewhere between 5 and 10 percent.
If the porosity diminishes regularly to a depth of six miles, where
it becomes zero, the average porosity to this depth would be half
the surface porosity.[98] An average porosity of two and one-half
percent. would mean that the rock contains enough water to form a
layer nearly 800 feet deep. With an average porosity of 5 percent.,
this figure would be doubled.[99] While these figures are not to be
regarded as measurements, they perhaps give some idea of the amount of
ground-water. It is this sphere of ground-water which justifies the
term _hydrosphere_, as applied to the waters of the earth.
=Fate of ground-water.=—Most of the water which sinks into the earth
reaches the surface again after a longer or shorter journey. Some of
it is evaporated from the surface directly; some of it is taken up by
plants and is passed by them into the atmosphere; some of it issues
in the form of springs; some of it seeps out; some of it is drawn out
through wells; and much of the remainder finds its way underground
to the sea or to lakes, issuing as springs beneath them. A small
portion of the descending waters enters into permanent combination
with mineral matter. Many minerals are known to take up water, being
changed thereby from an anhydrous to a hydrous condition. It does not
necessarily follow, however, that the total supply of water is thereby
decreasing. Minerals once hydrated may be dehydrated subsequently,
the water being set free. Furthermore, considerable quantities of
water in the form of vapor issue from volcanoes, and volcanic vents
often continue to steam long after volcanic action proper has ceased.
It is probable that some, and perhaps much of the water issuing from
these vents has never been at the surface before, and it is not now
possible to affirm that the supply from this source does not offset, or
even surpass, the depletion of the hydrosphere resulting from mineral
hydration.
THE WORK OF GROUND-WATER.
Ground-water effects very considerable results in the course of its
history. These results are partly chemical and partly mechanical, the
former being far more important than the latter.
_Chemical Work._
The results of the chemical and chemico-physical action of water may be
grouped in several more or less distinct categories.
1. The simplest effect is the _subtraction_ of soluble mineral
matter. Pure water is in itself a solvent of certain minerals; but
the carbonic-acid gas extracted from the atmosphere, and the products
of organic decay extracted from the soil make ground-water a much
more efficient solvent. Something of the results which it achieves
is shown by its composition. All ground-water, whether issuing as
springs or drawn out through wells, contains much more mineral matter
than the water which falls as rain, and the excess is acquired in its
underground course.
The subtraction of soluble matter from rock renders it porous. The
amount of material dissolved from a given place may be trivial or
considerable, according to the character of the rock, the readiness
with which water has access to it, and the character of the water.
Locally, the subtraction of mineral matter may be the chief, or even
the only appreciable, effect of the ground-water.
2. It sometimes happens that ground-water with certain mineral
substances in solution exchanges them for other substances extracted
from the rock. Thus the process of _substitution_ is effected. By this
process the lime carbonate of a shell imbedded in rock may be removed,
molecule by molecule, and some other substance, such as silica, left
in its place. When the process is complete, the substance of the shell
has been completely removed, though its form and structure are still
preserved in the new material which has taken the place of the old.
Buried logs are sometimes converted into stone by the substitution
of mineral matter for the vegetable tissue. This is _petrification_.
Petrification is altogether distinct from _incrustation_, which simply
means the coating of an object with mineral matter. A bird’s nest may
be incrusted with lime carbonate, but it is not thereby petrified.
Solution is a necessary antecedent of substitution.
3. The materials which are subtracted from the rock at one point may be
added to other rock elsewhere. Thus a third type of change, _addition_,
is effected. Rock may at one time and place be rendered porous by the
subtraction of some of its substance, and the openings thus formed may
subsequently become the receptacles of deposits from solution. This is
exemplified in the stalactitic deposits of many caves. Not uncommonly
cracks and fissures are filled with mineral matter deposited by the
waters which pass through them. Thus arise _veins_ which, for the most
part, are nothing more than cracks and crevices filled by mineral
matter brought to them in solution, and precipitated on their walls.
Most veins of metallic ores have originated in this way.
4. A further series of changes is effected by ground-water when it,
or the mineral matter it contains, enters into combination with the
mineral matter through which it passes. One of the commonest processes
of this sort, hydration, has already been referred to (pp. 43 and 428);
but in the development of many of the commoner hydrous minerals changes
other than hydration are involved. These changes result in _new mineral
combinations_, the new minerals being developed out of the old, usually
with some additions or subtractions. In the long course of time changes
of this sort may be very great, so great indeed that large bodies of
rock are radically changed, both chemically and physically. Much of the
old substance may remain, but it has entered into new and more stable
combinations with the materials which the water has brought to it.
=Quantitative importance of solution.=—In general, solution is probably
most effective at a relatively slight distance below the surface.
In the outermost zone of mantle rock the materials are usually less
soluble than below, for they often represent the residuum after
the soluble parts of the formation from which they originated were
dissolved out. Below this zone the rock contains more soluble matter,
and the water, charged with organic matter in its descent through the
soil, is in condition to dissolve it. At greater depths the water has
become saturated to some extent, and, so far forth, less active. Here,
too, the movement is less free. The increased pressure at considerable
depths, on the other hand, facilitates solution, which must be
understood to take place under proper circumstances in any zone reached
by the water.
Calculations have been made which illustrate the quantitative
importance of the solution effected by ground-water. The springs of
Leuk (Switzerland) bring to the surface annually more than 2000 tons of
calcium sulphate (gypsum) in solution, and in the same time the springs
of Bath (England) bring up an amount of mineral matter in solution
sufficient to make a column 9 feet in diameter, and 140 feet high.[100]
The amount of mineral matter in solution in streams is also
significant, for while stream-water is not all derived from
ground-water, much of it had such an origin. In the case of several
streams, among them the Thames and the Elbe, careful estimates of the
amount of dissolved mineral matter have been made. Though the Thames
drains an area only about one-tenth as large as the State of New York,
it is estimated to carry about 1500 tons of mineral matter in solution
to the sea daily.[101]
From the uppermost 20,000 square miles of its drainage basin the Elbe
is estimated to carry yearly about 1,370,000 tons of mineral matter in
solution. Estimates of the amounts of material carried to the sea in
solution by several rivers are given on pp. 102 and 103. Much of this
matter was brought to the rivers by waters which had been underground
before reaching the streams.
From these figures it is clear that we have to reckon here with a very
considerable factor in the lowering of land surfaces. From the amount
of lime carbonate carried by the Thames it has been estimated that
the average amount of this material dissolved from the limestone area
drained by this stream is 143[102] tons per square mile per year. It is
estimated that, on the average, something like one-third as much matter
is carried to the sea in solution as in the form of sediment, and that
by this process alone land areas would be lowered something like one
foot in 13,000 years.[103]
=Deposition of mineral matter from solution.=—The deposition of
material from solution is effected in several ways. (1) It is sometimes
deposited by evaporation. This is well shown where water seeps out on
arid lands. The same process is illustrated when water is boiled. (2)
Reduction of temperature often occasions deposition. In general, hot
water is a better solvent of mineral matter than cold,[104] and if it
issues with abundant mineral matter in solution the precipitation of
some of it is likely to take place. (3) Plants sometimes cause the
precipitation of mineral matter from solution. About some hot springs,
even where the temperature of the water is very high small plants of
low type (algæ) grow in profusion. In ways which are not perfectly
understood these algæ extract the mineral matter from the hot water.
They are now thought to be a chief factor in the deposits about the
hot springs of the Yellowstone Park.[105] The influence of organisms
on precipitation from solution is not confined to the waters of hot
springs. (4) A fourth factor involved in the deposition of mineral
matter from solution is pressure. Pressure increases the solvent power
of water with respect to minerals directly; it produces the same effect
indirectly by its effect on the solution of gases. As water charged
with gas comes to the surface, the pressure is relieved and some of the
gas escapes. Such mineral matter as was held in solution by the help
of the gas which escapes is then precipitated. (5) Precipitation is
also sometimes effected by the mingling of waters containing different
mineral substances in solution. Such mingling of solutions would be
most common along lines of ready subterranean flow, and while each
portion of the water entering a crevice or porous bed may be able to
keep its own mineral matter in solution, their mingling may involve
chemical changes resulting in the formation of insoluble compounds,
and therefore in deposition. This principle has probably been involved
in the filling of many fissures and crevices, converting them into
veins. (6) The escape of gases from water, whether from increase of
temperature or by the disturbance of water, sometimes causes the
deposition of mineral matter held in solution.
The deposition of material held in solution is most notable at two
zones, one below that of most active solution, and the other at the
surface, where evaporation is active. Under proper conditions, however,
deposition may take place at any level reached by water.
_Mechanical Work._
The mechanical work of ground-water is relatively unimportant. Wherever
it is organized into definite streams, the channels through which it
flows are likely to be increased by mechanical erosion as well as by
solution. Either beneath the surface, or after the streams issue, the
mechanical sediment carried will be deposited.
[Illustration: +Fig.+ 202.—Diagram to illustrate the general form
and relations of caves developed by solution. The black portions
represent the cavern spaces. Some limestone sinks are represented on
the surface above.]
RESULTS OF THE WORK OF GROUND-WATER.
[Illustration: +Fig.+ 203.—Ground-plan of Wyandotte Cave. The unshaded
areas represent the passageways. (21st Ann. Rept., Ind. Geol. Surv.)]
=Weathering.=—Where the solution effected by ground-water in any
locality is slight and equally distributed, the result is to make
the rock porous. If, for example, some of the cement of sandstone is
dissolved, the texture of the rock becomes more open; but if all the
cement be removed the rock is changed from sandstone to sand. If a
complex crystalline rock contains among its many minerals some one
which is more soluble than the others, that one may be dissolved. This
has the effect of breaking up the rock, since each mineral acts as a
binder for the rest. It might happen that no one of the minerals is
dissolved completely, but that some one of them is decomposed by water,
and certain of its constituents removed. Such change would be likely
to cause the mineral so affected to crumble, and with its crumbling,
if it be an important constituent of the rock, the integrity of the
rock is destroyed. Where considerable chemical changes, especially
subtractions, are going on, the rock is likely to crumble. The increase
in volume attendant on hydration, etc., sometimes leads to the
disruption of rock. These are phases of weathering. (For other phases
of weathering see pp. 54 and 110.)
=Caverns.=[106]—Where local solution is very great results of another
sort may be effected. In formations like limestone, which are
relatively soluble, considerable quantities of material are frequently
dissolved from a given place. Instead of making the rock porous, in
the usual sense of the term, large caverns may be developed (Fig.
202). In their production, solution may be abetted by the mechanical
action of the water passing through the openings which solution has
developed. Considerable caves are found chiefly in limestone. They were
probably developed when the surface relief was slight, and surface
drainage therefore poor. Regions where caves were developed under these
conditions may subsequently acquire relief, so that caves are not now
confined to flat regions.
One of the best known regions of caves is in the basin of the Ohio in
Kentucky and southern Indiana, where the number of caves is large,
and the size of some of them, such as Mammoth and Wyandotte, very
great. A ground-plan of Wyandotte (Ind.) Cave is shown in Fig. 203. The
aggregate length of the passageways is about 23½ miles.
[Illustration: +Fig.+ 204.—Deposits in Wyandotte (Ind.) Cave. (Hains.)]
[Illustration: +Fig.+ 205.—Deposits in Wyandotte Cave. (Hains.)]
Deposition often takes place in caves after they are formed (Figs. 204
and 205). It may even go on at the same time that the cave is being
excavated. Here are formed the well-known stalactites and stalagmites.
A stalactite may start from a drop of water leaking through the roof
of the cave. Evaporation, or the escape of some of the carbonic gas in
solution, results in the deposition of some of the lime carbonate about
the margin of the drop, in the form of a ring. Successive drops make
successive deposits on the lower edge of the ring, which grows downward
into a hollow tube through which descending water passes, making its
chief deposits at the end. Deposition in the tube may ultimately close
it, while deposition on the outside, due to water trickling down in
that position, may greatly enlarge it.
[Illustration: +Fig.+ 206.—A limestone sink-hole, east-northeast of
Cambria, Wyo., exceptional for its steep sides. Minnekahta limestone.
(Darton, U. S. Geol. Surv.)]
Underground caves sometimes give rise to topographic features which
are of local importance. When the solution of material in a cavern
has gone so far that its roof becomes thin and weak, it may collapse,
giving rise to a sink or depression in the surface over the site of
the original cave. This is so common that regions of limestone caves
are often affected by frequent sinks formed in this way. They are a
conspicuous feature of the landscape in the cave region of Kentucky,
and are well known in many other limestone districts. They are known as
_limestone sinks_. (Fig. 206 and Fig. 2, Pl. XVII.)
[Illustration: +Fig.+ 207.—A fresh landslide near Medicine Lake, Mont.
The bare space shows the position from which the slide started.
(Whitney.)]
[Illustration: +Fig.+ 208.—Landslide topography. The protruding mass on
the right has slumped down from the mountain to the left. South face
of Landslip Mountain, Colo., seen from the west; Rico quadrangle.
(Cross, U. S. Geol. Surv.)]
Under certain circumstances caves may give rise to striking features
of another sort. If for any reason the roof is destroyed at the two
ends of a cave, remaining intact over the middle, the latter part
constitutes a _natural bridge_. Natural bridges also originate in other
ways (pp. 151, 153).
[Illustration: +Fig.+ 209.—Landslide topography on Badger Mountain,
Washington. The slumping material in this case is basalt.]
=Creep, slumps, and landslides.=—When the soil and subsoil on a slope
become charged with water they tend to move downward. When the movement
is too slow to be sensible it is called _creep_. The common downward
inclination of trees growing in such situations, the result of the more
rapid creep of the surface as compared with the deeper part of the
soil, is both an expression of the movement and of its slowness. Other
factors besides ground-water are involved in creep (see p. 112).
When the movement is rapid enough to be sensible the material is
said to _slump_ or _slide_. This may happen when the slope on which
water-charged mantle rock lies is steep (Fig. 207). Great landslides of
this sort have been recorded, and some of them have done great damage.
Where a stream’s banks are high, and of unindurated material, such as
clay, considerable masses sometimes slump from the bank or bluff into
the river, or settle away slowly from their former positions. This is
a common phenomenon along streams which have cut valleys in drift,
and along shores on which waves are encroaching. The same phenomenon
is common on a larger scale on the slopes of steep mountains.[107]
Considerable terraces are sometimes developed on their slopes in this
way, but they are usually irregular and discontinuous (Figs. 208, and
209). The loose débris on steep slopes sometimes assumes a sort of
flowing motion and descends the slope with some such form and at some
such rate as a glacier. Such bodies of débris are sometimes called
“talus glaciers” (Fig. 210). In many such cases, snow and ice have had
some part in their development.
In creep and in landslides gravity is the force involved, and the
ground-water only a condition which makes gravity effective. Gravity
alone accomplishes similar results, as illustrated by Fig. 211.
_Summary._
All in all, ground-water is to be looked upon as a most important
geological agent. When it is remembered that a very large part of all
the water which falls on the surface of the earth, either in the form
of rain or snow, sinks beneath the surface; that much of it sinks to
a great depth; that much of it has a long underground course before
it reappears at the surface; that it is everywhere and always active,
either in subtracting from the rock through which it passes, in adding
to it, in effecting the substitution of one mineral substance for
another, or in bringing about new chemical combinations; and when it
is remembered that this process has been going on for untold millions
of years, it will be seen that the total result accomplished must be
stupendous. The rock formations of the earth to the depths to which
ground-water penetrates are to be looked upon as a sort of chemical
laboratory through which waters are circulating in all directions,
charged with all sorts of mineral substances. Some of the substances
in solution are deposited beneath the surface, and some are brought to
the surface where the waters issue. Much of the material brought to
the surface in solution is carried to the sea and utilized by marine
organisms in the making of shells. Without the mineral matter brought
to the sea by springs and rivers, many shell-bearing animals of great
importance, geologically, would perish. Biologically, therefore, as
well as geologically, ground-water is of great importance.
[Illustration: PLATE XVII.
Fig. 1. HUNTERDON COUNTY, NEW JERSEY.
U. S. Geol. Surv.
Fig. 2. NEAR PIKEVILLE, TENNESSEE.
U. S. Geol. Surv.]
[Illustration: PLATE XVIII.
Fig. 1. WASHINGTON.
U. S. Geol. Surv.
Fig. 2. CALIFORNIA.
U. S. Geol. Surv.]
[Illustration: +Fig.+ 210.—A “talus glacier,” in Silver Basin, near
Silverton, Colo. (Cross, U. S. Geol. Surv.)]
[Illustration: +Fig.+ 211.—A huge mass of rock settling into the Canyon
of the Colorado. A result of gravity action. (Atwood.)]
SPRINGS AND FLOWING WELLS.
The term _spring_ is applied to any water which issues from beneath
the surface with sufficient volume to cause a distinct current. If the
water issues so slowly as to merely keep the surface moist, it is not
called a spring, but seepage. The spring from which water issues with a
strong current, especially if it be upward, is comparable to a flowing
well, while the spring from which water issues with little force, and
without upward movement, is comparable to the flow of water into a
common well.
Springs often issue from the sides of valleys (Fig. 212), the bottoms
of which are below ground-water level. They are especially likely to
issue at the surface of relatively impervious layers, and where the
valley slopes cut joints, porous beds, or other structures which allow
free flow of ground-water.
[Illustration: +Fig.+ 212.—Diagram illustrating positions, _a_ and _b_,
favorable for springs.]
Springs are classified in various ways, and these several
classifications suggest characteristics worthy of note. They are
sometimes said to be _deep_ and _shallow_. The “deep” spring, as the
term is ordinarily used, is one which issues with great force, and
with something of upward movement, and the “shallow” spring, one which
issues with little force, and without upward movement; but the spring
which issues with force is not necessarily deep, nor is the one which
issues with little force necessarily shallow. The idea involved in
this grouping would be better expressed by _strong_ and _feeble_.
Springs are also classified as _cold_ and _thermal_, the latter term
meaning simply that the temperature is such as to make the springs
seem warm or hot. The temperature of thermal springs ranges up to the
boiling-point of water. Between deep springs and shallow ones, and
between cold springs and thermal, respectively, there is no sharp line
of demarkation. Again, some springs are continuous in their flow, while
others are _intermittent_. Most intermittent springs flow after periods
of precipitation, but dry up during droughts (see p. 202). Springs are
also classified as _mineral_ and _common_. Mineral springs, in the
popular sense of the term, are of two types: (1) Those which contain
an unusual amount of mineral matter, and (2) those which contain some
unusual mineral. Springs are especially likely to be called mineral
if the substances which they contain, have, or are supposed to have,
some medicinal property. All springs which are not “mineral” are
“common.” This classification is not altogether rational, for all
springs contain more or less mineral matter, and many springs which
are “common,” contain more mineral matter than some springs that are
“mineral.” Mineral springs are themselves classified according to the
kind and amount of mineral matter they contain. Thus _saline_ springs
contain salt; _sulphur_ springs contain compounds (especially gaseous)
of sulphur; _chalybeate_ springs contain iron compounds, especially
the sulphate; _calcareous_ springs contain abundant lime carbonate,
etc. These various mineral substances are extracted from the rock,
sometimes by simple solution, and sometimes by solution resulting from
other chemical change. The salt of saline springs is usually extracted
from beds of salt beneath the surface. Lime carbonate, one of the
commonest substances in solution in ground-water, is dissolved from
limestone, or derived by chemical change from rocks containing other
calcium compounds. Thus lime feldspars, by carbonation, give rise to
lime carbonate. The chalybeate waters often arise from the oxidation
of iron sulphide, a mineral which is common in many sedimentary rocks.
The iron sulphate is itself subject to change in the presence of the
ubiquitous lime carbonate. From this change iron carbonate results, and
this is usually quickly altered to iron oxide, which, being relatively
insoluble, is precipitated. About chalybeate springs, therefore, iron
oxide is frequently being deposited. _Medicinal_ springs are those
which contain some substance or substances which have, or are supposed
to have, curative properties.
=Mineral matter in solution.=—The number and variety of mineral
substances in spring water is very great, and the amount of solid
matter in solution varies widely. Some of the hot springs of the
Yellowstone Park contain nearly three grams (2.8733) of mineral matter
per kilogram.[108]
The composition of various spring and well waters is shown in the
accompanying table, which gives some idea of the range of mineral
substances commonly in solution in ground-water.
=Geysers.=—Geysers are intermittently eruptive hot springs. They occur
only in volcanic regions (past or present) and in but few of them.
Active geysers are virtually confined to the Yellowstone Park and
Iceland, though they formerly existed at other places. Those of New
Zealand have but recently become extinct. The great geyser region of
the world is the Yellowstone Park, where there are said to be more than
sixty active geysers.
The cause of the eruption is steam. The surface-water sinks down until,
at some unknown depth, it comes into contact with rock sufficiently hot
to boil it. The source of the heat is not open to inspection, but it is
believed to be the uncooled part of an extrusive lava flow, or of an
intrusive lava mass. From what was said on pp. 216 and 217 it is clear
that geysers do not have their origin in water which sinks down to the
zone of great heat, where the increment of heat is normal.
The water of a geyser issues through a tube of unknown length. Whether
the tube is open down to the source of the heat is not determinable,
but water from such a source finds its way to the tube. Water may enter
the tube from all sides and at various levels from top to bottom. The
heating may precede or follow its entrance into the tube, or both. So
far as the water is heated after it enters the tube, the point of most
rapid heating may be at the bottom of the tube or at some point above.
If the temperature of the source of heat were high enough to convert
the descending water into steam as fast as it enters the tube, the
steam would escape continuously, though there would be no geyser; but
if the rock is only hot enough to bring the water to the boiling-point
after some lapse of time, and after some water has accumulated, an
eruption is possible.
ANALYSES OF AMERICAN SPRING-WATERS.[109]
[+Reduced to Parts per 1000 by Dr H. J. Van Hoesen.+]
+------------------------------+--------------------+-------------------+--------------------+------------------+----------------------+--------------------+------------------+------------------+------------------+--------------------+
| Waters | Artesian well | Artesian well | Artesian well[110] | Manitou Spring | Opal Spring | Sulphur Spring | Hot Spring | Hot Spring | Boiling Spring | Warm Spring |
| | | “Glacier Spouting | | | | | | | | |
| | | Spring” | | | | | | | | |
| | | | | | | | | | | |
| Location | Lexington, Ky. | Saratoga, N. Y. | Sheboygan, Wis. | Manitou, Col. | Yellowstone | Los Angeles, Cal. | Hot Sp. Station, | Ward’s Ranch, | Shaffer’s Ranch, | Warm Spring Sta. |
| | | | | | National Park | | C. P. R. R. | base of Granite | Honey Lake | B. & B. R. |
| | | | | | | | | Mts., Nev. | Valley, Cal. | Mono Basin |
| Date | | 1872 | Feb. 1876 | | | | | | | |
| | | | | | | | | | | |
| Analyst | R. Peters | F. A. Cairns and | C. F. Chandler | Oscar Loew | H. Leffman | Oscar Loew | T. M. Chatard | T. M. Chatard | T. M. Chatard | T. M. Chatard |
| | | C. F. Chandler | | | | | | | | |
| | | | | | | | | | | |
| References | Ky. Geol. Surv., |Am. Chemist, Nov. | Am. Chemist, 1876, | U. S. G. S. W., | U.S. Geol. & Geog. | An. Rep. U. S. G. | _Ante_, p. 49 | _Ante_, p. 53 | _Ante_, p. 51 | Bulletin No. 9, U. |
| | N. S., Vol. V, p. | 1872, p. 164 | p. 370 | 100th M.. Vol. | Surv. Id., Wyo. | S. W., 100th M., | | | | S. Geol. Survey, |
| | 189 | | | III, p. 618 | Ter., 1878, p. 393 | 1876, p. 195 | | | | p. 27 |
+------------------------------+--------------------+-------------------+--------------------+------------------+----------------------+--------------------+------------------+------------------+------------------+--------------------+
| Sodium, Na | .09227 | 4.72640 | 2.0398 | .45164 | .4615 | .10424 | .7743 | .3554 | .3040 | .6116 |
| | | | | | | | | | | |
| Potassium, K | .00919 | .35806 | .1285 | .05980 | ...... | Trace | .0669 | .0191 | .0094 | .0630 |
| | | | | | | | | | | |
| Calcium, Ca | .02136 | .94050 | 1.0739 | .44400 | .0344 } | | .0305 | .0367 | .0121 | .0589 |
| | | | | | } | .50600[111] | | | | |
| Magnesium, Mg | .01805 | .53470 | .2352 | .05860 | ...... } | | .0010 | .0034 | .0004 | .0604 |
| | | | | | | | | | | |
| Barium, Ba | ...... | .01848 | Trace | | | | | | | |
| | | | | | | | | | | |
| Strontium, Sr | Trace[112] | .00057 | | | | | | | | |
| | | | | | | | | | | |
| Lithium, Li | Trace | .01078 | .0003 | .00039 | ...... | Trace | | | | |
| | | | | | | | | | | |
| Iron, Fe | Trace[113] | .00341 | .0027 | Trace[114] | ...... | Trace | | | | |
| | | | | | | | | | | |
| Manganese, Mn | ...... | ...... | .0009 | ...... | ...... | Trace | | | | |
| | | | | | | | | | | |
| Chlorine, Cl | .07465 | 7.47400 | 4.2730 | .24850 | .7496 | Trace[115] | .9697 | .2396 | .2070 | .2272 |
| | | | | | | | | | | |
| Bromine, Br | | .04661 | .0025 | | | | | | | |
| | | | | | | | | | | |
| Iodine, I | | .00060 | Trace | | | | | | | |
| | | | | | | | | | | |
| Fluorine, Fl | ...... | Trace[116] | | | | | | | | |
| | | | | | | | | | | |
| Carbonic acid, CO₂ | .12160 | 5.82603 | .1792 | 1.11001 | ...... | .03516 | ...... | Trace | ...... | .5787 |
| | | | | | | | | | | |
| Sulphuric acid, H₂SO₄ | .03218 | .00234 | 2.0318 | .20696 | .0325 | .16140 | .3555 | .3901 | .3492 | .3131 |
| | | | | | | | | | | |
| Phosphoric acid, H₃PO₄ | Trace | .00005 | .0004 | ...... | ...... | Trace | | | | |
| | | | | | | | | | | |
| Boracic acid, H₃BO₃ | | Trace | Trace | | | | | | | |
| | | | | | | | | | | |
| Alumina, Al₂O₃ | ...... | .00770 | .0022 | ...... | ...... | Trace | .0010 | ...... | ...... | .0018 |
| | | | | | | | | | | |
| Silica, SiO₂ | .00940 | .01174 | .0080 | .02010 | .7680 | Trace | .2788 | .1136 | .1310 | .1220 |
| | | | | | | | | | | |
| Hydrogen in bicarbonates, H | ...... | .09713 | .0030 | | | | | | | |
| | | | | | | | | | | |
| Organic substances | Trace | Trace | Trace | ...... | ...... | Trace | | | | |
| | | | | | | | | | | |
| Oxygen, O | ...... | ...... | ...... | ...... | ...... | ...... | .0194[117] | .0255[117] | .0080[117] | .0325[117] |
| |--------------------+-------------------+--------------------+------------------+----------------------+--------------------+------------------+------------------+------------------+--------------------+
| | .37870 | 20.05910 | 9.9814 | 2.60000 | 2.0460 | .80680 | 2.4953 | 1.1834 | 1.0211 | 2.0692 |
| | | | | | | | | | | |
| Carbonic acid, CO₂ | ...... | 2.015[118] | ...... | ...... | ...... | In excess | | | Trace | |
| | | | | | | | | | | |
| Sulphuretted hydrogen, H₂S | ...... | ...... | ...... | ...... | ...... | 0.5000 | | | | |
+------------------------------+--------------------+-------------------+--------------------+------------------+----------------------+--------------------+------------------+------------------+------------------+--------------------+
[Illustration: +Fig.+ 213.—“Old Faithful” in eruption.]
The exact sequence of events which leads up to an eruption is not
known, but a definite conception of the principles involved may
perhaps be secured by a definite case. Suppose a geyser-tube filled
with water, and heated at its lower end. As the water is heated below,
convection tends to distribute the heat throughout the column of
water above. If convection were free, and the tube short, the result
would be a boiling spring; but if the tube is long, and especially
if convection is impeded, the water at some level below the surface
may be brought to the boiling-point earlier than that at the top.
Under these circumstances if even a little water in the lower part of
the tube is converted into steam, the steam will raise the column of
water above, and it will overflow. The overflow relieves the pressure
on all parts of the column of water below the surface. If before the
overflow there was any considerable volume of water essentially ready
to boil, the relief of pressure following the overflow might allow it
to be converted into steam suddenly, and the sudden conversion of any
considerable quantity of water into steam would cause the eruption of
all the water above it (Figs. 213 and 214). The height to which the
water would be thrown would depend upon the amount of steam, the size
and straightness of the tube, etc.
It is clear that everything which impedes convection in the geyser
tube will hasten the period of eruption, since impeded circulation
will have the effect of holding the heat down, and so of bringing the
water at some level below the top more quickly to the boiling-point.
It follows that anything which chokes up the tube, or which increases
the viscosity of the water, or its surface tension, would hasten an
eruption.[119]
Geysers often build up crater-like basins or cones (Figs. 214 to 217)
about themselves, the cone being of material deposited from solution.
In the Yellowstone Park the precipitation of the matter in solution
(chiefly silica) is partly due to cooling and partly to the algæ which
abound even in the boiling water, and the brilliant colors of the
deposits about the springs are attributable to these plants. When the
water from any geyser or hot spring ceases to flow the plants die and
the colors disappear. The details of the surface of the deposits about
geysers and hot springs are often complicated, and frequently very
beautiful (Fig. 218).
[Illustration: +Fig.+ 214.—“Giant” Geyser, Yellowstone Park, in
eruption. Shows also the cone. (Wineman.)]
[Illustration: +Fig.+ 215.—Cone (or crater) of Castle Geyser,
Yellowstone Park. (Detroit Photo. Co.)]
[Illustration: +Fig.+ 216.—Cone (or crater) of Grotto Geyser,
Yellowstone Park. (Detroit Photo. Co.)]
[Illustration: +Fig.+ 217.—Cone of Giant Geyser, Yellowstone Park.
(Wineman.)]
The heating of geyser and hot-spring water must cool the lava or
other source of heat below. As this takes place, the time between
eruptions becomes longer and longer. In the course of time, therefore,
the geyser must cease to be eruptive, and when this change is brought
about the geyser becomes a hot spring. Within historic times several
geysers have ceased to erupt and new ones have been developed. In the
Yellowstone Park, where there are said to be something like 3000 vents
of all sorts, hot springs which are not eruptive greatly outnumber the
geysers. From many of the vents but little steam issues, and from some,
little else.
[Illustration: +Fig.+ 218.—Hot springs deposits. Terraces of Mammoth
Hot Springs, Yellowstone Park.]
A few geysers have somewhat definite periods of eruption. Of such “Old
Faithful” is the type; but even this geyser, which formerly erupted at
regular intervals of about an hour, is losing the reputation on which
its name is based. Not only is its period of eruption lengthening,
but it is becoming irregular, and the irregularity appears to be
increasing. In the short time during which this geyser has been under
observation its period has changed from a regular one of sixty minutes,
or a little less, to an irregular one of seventy to ninety minutes.
In the case of some geysers years elapse between eruptions, and in
some the date of the last eruption is so distant that it is uncertain
whether the vent should be looked upon as a geyser or merely a hot
spring.
In the Yellowstone Park[120] the geysers are mainly in the bottoms
of valleys (Fig. 219), but the deposits characteristic of geysers
are found in not a few places well above the present bottoms. These
deposits record the fact that in earlier times the geysers were at
higher levels than now. It is probable that they have been, at all
stages in their history, near the bottoms of the valleys, and that, as
the valleys have been deepened the ground-water has found lower and
lower points of issue. In this respect the geysers have probably had
the same history as other springs.
[Illustration: +Fig.+ 219.—Hot springs and geysers. Norris Geyser
basin, Yellowstone Park.]
Unless new intrusions of lava occur, or unless heat is otherwise
renewed at the proper points, it is probable that all existing geysers
will become extinct within a time which is, geologically, short. New
geyser regions may, however, develop as old ones disappear.
=Artesian wells.=—Originally the terms _artesian_ wells and _flowing_
wells were synonymous; but at the present time any notably deep well
is called _artesian_, especially if it descends to considerable depths
below the mantle rock. The artesian well which does not flow, does not
differ from common wells in principle; but being deeper, the water
which it affords is often more thoroughly filtered and frequently more
highly mineralized than that of other wells. The flowing well is really
a gushing spring, the opening of which was made by man.
Flowing wells[121] depend upon certain relations of rock structure,
water supply, and elevation. Generally speaking a flowing well is
possible in any place underlain by any considerable bed of porous rock,
if such rock outcrops at a sufficiently higher level in a region of
adequate rainfall, and is covered by a layer or bed of impervious, or
relatively impervious rock. This statement involves four conditions,
all of which are illustrated by Fig. 199, where _a_ is the bed
of porous rock. It is not necessary that the beds of rock form a
structural basin, nor is it usually necessary to take account of the
character of the rock beneath the porous bed which contains the water.
The bed of porous rock is the “reservoir” of the flowing well.
Formations of sand or sandstone, and of gravel or conglomerate, most
commonly serve as the reservoirs. In order that it may contain abundant
water it must have some thickness, and its outcropping edge must be so
situated that the water may enter freely and be replenished, chiefly by
rain, as the water flows out at the well.
A relatively impervious layer of rock above the reservoir (_b_, Fig.
199) is most important; otherwise the water in the reservoir will
leak out, and there will be little or no “head” at the well site.
Thus if the rock overlying stratum _a_ (Fig. 199) were badly broken,
the fractures extending up to the surface, the conditions would be
unfavorable for flowing wells. Under such conditions, wells in the
positions of those shown in Fig. 199 might get abundant water, but they
would not be likely to flow. If the stratum next below the reservoir
is not impervious, some lower one probably is. No layer of rock is more
impervious than one which is full of water, and the substructure of any
bed which might serve as a reservoir is usually full of water, even if
the rock be porous.
If the outcrop of the reservoir be notably above the site of the well,
and if it be kept full by frequent rains, the “head” will be strong,
though the water at the well will not rise to the level of the outcrop
of the reservoir. Experience has shown that an allowance of about one
foot per mile of subterranean flow should be made. Thus if the site of
the well be 100 miles from the outcrop of the water-bearing stratum,
and 200 feet below it, the water will rise something like 100 feet
above the surface at the well. This rule is, however, not applicable
everywhere. The failure of the water to rise to the level of its head
is due to the adhesion and the friction of flow through the rock. The
more porous the rock the less the reduction of head by friction. The
height of the flow is also influenced by the number of wells drawing on
the same reservoir, on the degree of imperviousness of the confining
bed above, etc.
Flowing wells, often relatively shallow, are frequently obtained from
unconsolidated drift. Some such relations as suggested by Fig. 220
would afford the conditions for flowing wells in such a formation.
[Illustration: +Fig.+ 220.—Figure illustrating the principle of
artesian wells in drift.]
CHAPTER V.
THE WORK OF SNOW AND ICE.
A part of the atmospheric precipitation falls as snow, and this, like
the rain, does its appropriate work in degrading the land. Over the
larger part of the land surface the snow of the winter does not endure
through the succeeding summer, and when it melts it follows the same
course as the precipitation which falls as rain; but in cold regions
where the fall of snow is heavy some of it remains unmelted and
constitutes perennial snow-fields.
SNOW- AND ICE-FIELDS.
=Snow-fields.=—Mountain heights and polar lands are the most common
habitats of snow-fields, though they are not confined to these
situations. In North America there are numerous small snow-fields in
the western mountains, from Mexico on the south to Alaska on the north,
their number and size increasing in the latter direction. In the United
States there are few snow-fields south of the parallel of 36° 30′, and
most of the many hundreds north of that latitude (excluding Alaska) are
small (Pl. XVIII, Fig. 1, Washington, lat. 48° 5′, long. 121° 5′; Fig.
2, lat. 41° 25′, long. 122° 12′. From Glacier Peak and Shasta Special
Quadrangles, U. S. Geol. Surv.). Farther north, especially in Alaska,
the snow-fields of the western mountains attain much greater size. In
Europe snow-fields comparable to those of the northwestern part of
the United States and British Columbia occur in the Alps (Fig. 221),
the Pyrenees, the Caucasus, and the Scandinavian mountains. In Asia
snow-fields occur in the Himalayas and in many of the high mountains
farther north, from Turkestan on the southwest nearly to the coast on
the northeast. In South America there are snow-fields of small size
even in equatorial latitudes, and farther south in the Chilean Andes
there are some of considerable size. Small snow-fields occur on the
highest peaks of tropical Africa, and in the mountains of New Zealand.
For reasons which will appear later, much of every considerable
snow-field is really ice.
In addition to these limited fields of snow in mountain regions, there
are fields of much greater extent covering wide expanses of plain
and plateau in the polar regions. The greater part of the island of
Greenland is covered with a single field of ice and snow, the size of
which is variously estimated at 300,000 to 400,000 square miles (Fig.
222)—an area 400 to 600 times as large as the snow-and-ice-covered
area of Switzerland. Numerous islands to the west of North Greenland
are also partly covered with snow, the areas of the snow-fields far
exceeding those of most mountain regions. In Antarctica there is
believed to be a still larger field, the largest of the earth. Its area
is not even approximately known, but such data as are at hand indicate
that it may have an extent of 3,000,000 or 4,000,000 square miles.
[Illustration: +Fig.+ 221.—An alpine snow-field.]
[Illustration: +Fig.+ 222.—Map of Greenland. The borders only are free
from ice. (Stieler.)]
The only condition necessary for a snow-field is an excess of snowfall
over snow waste. The lower edge of a snow-field, the _snow-line_, is
dependent chiefly on temperature and snowfall. In general it does not
depart much from the summer isotherm of 32°, though it may be well
above this isotherm where the snowfall is light. That the snow-line
is not a function of temperature only is shown by its position in
various places. In the equatorial portion of the Andes, for example,
the snow-line has an altitude of about 16,000 feet on the east side of
the mountains, where the precipitation is heavier, and of about 18,500
feet on the west side, where it is lighter. For the same reason the
snow-line in the Himalayas is 3000 or 4000 feet lower on the _south_
side than on the north.
While in equatorial regions the snow-line has an altitude of 15,000 to
18,000 feet, it approaches or even reaches sea-level in the latitude
of Antarctica and North Greenland. In intermediate latitudes it has an
intermediate position.
While temperature and snowfall are the most important factors
controlling the position of the snow-line, both humidity and the
movements of the air are of some importance, since both affect the rate
of evaporation of snow and ice.
=The passage of snow into névé and ice.=—The snow does not lie on the
surface long before it undergoes obvious change. The light flakes
soon begin to be transformed into granules, and the snow becomes
“coarse-grained.” The granular character, so pronounced in the snow of
the last banks which remain in the spring in temperate latitudes, is
even more distinct in perennial snow-fields, either at the surface or
just beneath it. This granular snow is called _névé_, or _firn_. Still
deeper beneath the surface, where the thickness of the snow is great,
the névé becomes more compact and finally coherent, and grades into
porous ice. This gradation is accomplished at no great depth, though
the thicknesses of snow and névé are by no means constant.
=Structure of the ice.=—Ice formed beneath a snow-field is in some
sense stratified. It is made up of successive falls of snow which
tend to retain the form of layers. This follows from two or three
conditions. The snow of one season, or of one period of precipitation,
may have been considerably changed before the succeeding fall of snow.
So also the surface of the snow-field at the end of the melting season
is often covered with a visible amount of earthy matter, some of which
was blown up and dropped on the surface during the melting season, and
some of which was concentrated in that position by the melting of the
snow in which it was originally imbedded. The amount of earthy matter
is often sufficient to define snows of successive years, or perhaps of
minor periods of precipitation, and makes distinct the stratification
which would otherwise remain obscure. The snowfall of successive years
has been estimated by this means[122] where the snow is exposed in
crevices in the snow-field.
In addition to its rude stratification, the ice of the deeper portions
often acquires a stratiform structure which may perhaps best be called
_foliation_ to distinguish it from the _stratification_ which arises
from deposition. The foliation appears to result mainly from the
shearing of one part over another in the course of the movements to
which the ice is subjected, as will be illustrated presently.
=Texture.=—The ice derived from the snow is formed of interlocking
crystalline grains. The crystalline character is present from the
beginning, for it is assumed by the snowflakes when they form, and
the subsequent changes seem only to modify the original crystals
by building up some and destroying others. By the time the snow is
converted into névé, the granules have become coarse, and wherever the
ice derived from the névé has been examined, the granular crystalline
texture is present. The individual crystals in the ice are usually
larger than those of the névé, and more closely grown together. In the
fresh unexposed ice the crystals are so intimately interlocked that
they are not readily seen except under a polarizing microscope, but
when the ice has been honeycombed by partial melting, the granules
become partially separated and may be easily seen. Fig. 223 shows
quantities of them which have been washed down from the surface,
and disposed as cones at its base. While a given mass of snow in a
great snow- and ice-field cannot be followed consecutively through
its whole history, yet since (1) the granular texture is pronounced
in the névé stage where the granules show evidences of growth, and
since (2) the same texture is also pronounced in the last stages of
the ice when it is undergoing dissolution, as well as at all observed
intermediate stages, and since (3) the crystals are, on the average,
larger in proportion to the lateness of the stage of their history,
while (4) experiment has shown that granules grow under the conditions
which exist in snow-fields, and (5) that they persist under very
considerable pressure, it is legitimate to assume that a granular
crystalline condition persists throughout all stages, and is a feature
of progressive growth.
[Illustration: +Fig.+ 223.—Figure showing cones of granules of ice
which have been washed down the front of the glacier by streamlets,
and accumulated after the manner of talus or alluvial cones. North
Greenland.]
=Inauguration of movement.=—Eventually the increase in depth of
snow and ice in a snow-field gives rise to motion. The exact nature
of the motion has not yet been demonstrated to the satisfaction of
all investigators. Brittle and resistant as ice seems, it exhibits,
under proper conditions, some of the outward characteristics of a
plastic substance. Thus it may be made to change its form, and may
even be moulded into almost any desired shape if carefully subjected
to sufficient pressure, steadily applied through long intervals
of time.[123] These changes may be brought about without visible
fracture, and have been thought to point to a viscous condition of the
ice. There is much reason, however, as will be seen later, to question
this interpretation of the ultimate nature of the movement. Whatever
this may be, the _mass result_ of the movement in a field of ice is
comparable, in a superficial way at least, to that which would be
brought about if the ice were capable of moving like a viscous liquid,
the motion taking place with extreme slowness. This slow motion of ice
in an ice-field is _glacier motion_, and ice thus moving is _glacier
ice_.
[Illustration: +Fig.+ 224.—Ice-caps of small size. The figure also
shows some valley glaciers extending out from the main ice-sheet and
from the local ice-caps. A portion of the North Greenland coast,
north of Inglefield Gulf. Lat. about 78°. (Peary.)]
[Illustration: +Fig.+ 225.—Small ice-caps in the northwestern part of
Iceland. (Thoraddsen’s geological map of Iceland.)]
[Illustration: +Fig.+ 226.—A glacial lobe, midway between an ice-cap
and a valley glacier. A protrusion from a local ice-cap east of Cape
York, Greenland.]
If both the surface on which the ice-sheet develops and its
surroundings be essentially plane, as may happen in high latitudes,
and if the snow- and ice-field be symmetrical in shape, the outward
movement will be approximately equal in all directions, and the area
covered by the spreading ice-field will remain more or less circular.
If the ice-field rests on a steeply inclined surface, like a mountain
slope, the movement becomes one-sided in conformity to the slope. If
the surface, otherwise plane, be affected by valleys parallel to the
direction of movement, the ice in the valleys will be deeper than
that on the divides between them, and its movement stronger. In the
valleys, therefore, the ice will advance farther than elsewhere before
being melted, and the outline of the ice will become lobate, the lobes
occupying the depressions. These general relations are shown in Figs.
224 and 225. If the depressions be wide and shallow, the lobes will be
broad and short (Fig. 226); if the depressions be narrow and deep, the
lobes will be relatively narrow and long. If the snow and ice rest on
a surface consisting chiefly of steep valleys and sharp ridges, as is
common on mountain slopes, the snow and ice are chiefly gathered in the
valleys, and take a linear form.
TYPES OF GLACIERS.
These different forms give rise to different terms. The ice which
spreads with some approach to equality in all directions from a center
is a glacier, is indeed the type of the greatest glaciers, but is
commonly called an _ice-cap_. The same name is applied to any glacier
in which there is movement in all directions from the center, even
though its shape departs widely from a circle. The glacier covering
the larger part of Greenland (Fig. 222) is a good example of a large
ice-cap, and the glaciers on some of the flat-topped peninsular
promontories of the same island are good examples of small ones (Fig.
224). If ice-caps cover a large part of a continent, as some of those
of the past have done, they are often called _continental glaciers_.
[Illustration: +Fig.+ 227.—Characteristic end of a North Greenland
(Bryant) glacier.]
[Illustration: +Fig.+ 228.—The Rhône glacier. (Reid.)]
[Illustration: +Fig.+ 229.—Characteristic end of a North Greenland
glacier. North side of Herbert Island, Inglefield Gulf.]
[Illustration: +Fig.+ 230.—The end of an alpine (Forno, Switzerland)
glacier. (Reid.)]
[Illustration: +Fig.+ 231.—Deploying end of a North Greenland glacier.]
Where ice-caps are developed on plateaus whose borders are trenched
by valleys, ice-tongues from the edge of the ice-cap often extend
down into the valleys and give rise to one type of _valley glacier_
(Figs. 224 and 227). A second and more familiar type of valley glacier
occupies mountain valleys, and is the offspring of mountain snow-fields
(Fig. 228). The former are confined chiefly to high latitudes, and are
distinguished as _polar_ or _high-latitude_ glaciers (Figs. 227 and
229); the latter are known as _alpine_ glaciers (Figs. 228 and 230).
The end and side slopes of polar glaciers are, as a rule, much steeper
than those of alpine glaciers. When a valley glacier descends through
its valley to the plain beyond, its end deploys, forming a fan (Fig.
231). The deploying ends of adjacent glaciers sometimes merge, and the
resulting body of ice constitutes a _piedmont glacier_ (Fig. 232). At
the present time, piedmont glaciers are confined to high latitudes. In
some cases the snow-field that gives rise to a glacier is restricted
to a relatively small depression in the side of a mountain, or in the
escarpment of a plateau. In such cases the snow-field and glacier are
hardly distinguishable, and the latter descends but little below
the snow-line. In many cases it does not even enter the narrow valley
which leads out from the depression occupied by the snow-field. Such
a glacier is nestled in the face of a cliff, and may therefore be
called a _cliff glacier_[124] (Figs. 233 and 234). The snow-field of a
cliff glacier is sometimes no more than a great snowdrift, accumulated
through successive years. Cliff glaciers are often as wide as long,
and are always small, and between them and valley glaciers there are
all gradations (Fig. 235). Occasionally the end of a valley glacier,
or the edge of an ice-sheet reaches a precipitous cliff, and the end
or edge of the ice breaks off and accumulates like talus below. The
ice fragments may then again become a coherent mass by regelation, and
the whole may resume motion. Such a glacier is called a _reconstructed
glacier_. The precipitous cliffs of the Greenland coast furnish
illustrations.
[Illustration: +Fig.+ 232.—The Malaspina glacier, Alaska; the best
known example of a piedmont glacier. (Russell.)]
[Illustration: +Fig.+ 233.—A cliff glacier. North Greenland type. North
side of Herbert Island, Inglefield Gulf. The lower half of the white
area is snow, and snow talus. So also are the white patches to the
right. The height of the cliff is perhaps 2000 feet. The water in the
foreground is the sea.]
[Illustration: +Fig.+ 234.—Chancy glacier; a cliff glacier of the
Montana type. (Shepard.)]
Of the foregoing types of glaciers, the ice-caps far exceed all others
both in size and importance, while the valley glaciers out-rank, in the
same respects, the other types; but since the valley glaciers are the
most familiar type, the general phenomena of glaciers will be discussed
with primary reference to them.
THE GENERAL PHENOMENA OF GLACIERS.[125]
=Dimensions.=—Glaciers which occupy valleys leading down from
snow-fields sometimes reach the upper parts of the valleys only,
sometimes extend through them, and sometimes push out on the plain
beyond. In length they range from a fraction of a mile to many
miles, and though their width is usually much less than their length,
the reverse is sometimes the case (Figs. 233, 234, and 235). Their
thickness is usually measured by hundreds of feet rather than by
denominations of other orders, but the variation is great, and exact
measurements are almost wholly wanting. The minimum thickness is that
necessary to cause movement, and this varies with the slope, the
temperature, and other conditions. There is also much variation in the
thickness in different parts of a glacier. As a rule, it is thinnest in
its terminal portion, and thickest at some point intermediate between
this and its source, but nearer the latter than the former. Cliff and
reconstructed glaciers are comparable in size to the smaller valley
glaciers. Piedmont glaciers may attain greater size.
[Illustration: +Fig.+ 235.—A glacier in the Cascades near Cascade Pass,
Wash. A glacier intermediate between a cliff glacier and a valley
glacier. (Willis, U. S. Geol. Surv.)]
An ice-cap is theoretically thickest at its center and thins away to
its borders, but its actual dimensions are influenced by the topography
on which it is developed. The Greenland ice-cap is known to rise about
9000 feet above the sea, and it probably reaches considerably higher
than this in the unexplored center of its broad dome. The height of the
land surface beneath is unknown, but it is unlikely that it averages
half this amount, and hence the ice is probably 5000 feet or more thick
in the center. There is reason to think that it is much thicker in
Antarctica.
=Limits.=—The ice of a glacier is always moving forward (neglecting
temporary halts), but the _end_ of a glacier may be retreating,
advancing or remaining stationary, according as the rate of wastage is
greater, less, or just equal to the forward movement of the ice. The
position of the lower end of the glacier is therefore determined by the
ratio of movement to wastage. Its upper end is generally ill-defined.
In a superficial sense, it is the point where the ice emerges from the
snow-field; but the lower limit of the snow-field is often ill-defined,
and in any case is not the true upper limit of the glacier, since there
must be movement from the granular mass of ice beneath the snow to
make up for the waste below, and the moving ice beneath the snow-field
which feeds the tongue of ice in the valley is just as really a part
of the glacier as the more consolidated portion in the valley below.
If a definite upper limit for an alpine glacier is to be named, it
should probably be the _Bergschrund_, a gaping crevasse, or series of
crevasses which sometimes open near the precipitous slope of the peak
or cliff where the snow-field lies. The _Bergschrund_ is formed by the
moving of the lower part of the snow-field away from the portion above.
The lower end of a glacier is usually free from snow and névé in
summer, but, traced toward its source, it first becomes covered with
névé, then with snow, and finally merges into the snow-field without
having ceased to be a glacier. The term glacier is, however, commonly
used to mean merely the more solid portion outside (below) the névé.
=Movement.=—The fact of glacier movement is established in various
ways, the most obvious being by the advance of its lower end. Such
advance is too slow to be seen from day to day, and is only detected
when the lower end of the glacier overrides or overturns objects in
front of it, or moves out over ground previously unoccupied. But even
when the end of a glacier is not advancing, the movement of the ice may
be established by means of stakes or other marks set on the surface.
If the positions of these marks relative to fixed points on the sides
of the valley be determined, they are found after a time to have moved
down the valley. Rows of stakes or lines of stones set across a glacier
in the upper, middle and lower portions have revealed many facts
concerning the movement of the ice.
Generally speaking, the middle of a valley glacier moves more rapidly
than its sides (Fig. 236), but in some cases, especially in large
glaciers, there are found to be two or more main lines of movement,
with belts of lesser movement between. The top of a glacier moves, on
the whole, more rapidly than the bottom, though the observations made
do not show that the rate of movement diminishes regularly downward,
and it probably does not so diminish in many cases. In Switzerland,
where the glaciers have been studied more carefully than elsewhere,
the determined rates of movement range from one or two inches to four
feet or more per day. Some of the larger glaciers in other regions
move more rapidly, but it does not follow that large glaciers always
move faster than small ones. The Muir glacier of Alaska has been found
to move seven feet or more per day,[126] and some of the glaciers of
Greenland have been found to move, in the summer time, 50, 60, or even
more feet per day. A single estimate as high as 100 feet per day has
been made; but these high rates have been observed only where the ice
of a large inland area crowds down into a comparatively narrow fjord,
and debouches into the sea, and then only in the summer. In the case of
the glacier with the highest recorded rate of summer movement, 100 feet
per day, the advance was only 34 feet at about the same place in April.
[Illustration: +Fig.+ 236.—Diagram to show the rate of movement of the
Rhone Glacier at various points in its course at centre and sides. It
also shows the fluctuations in the positions of the end of the glacier
between 1874 and 1882, and the profile of the ice. (Heim.)]
The _average_ movement of the border of the inland ice of Greenland is
very small. Rink says that “between 62° and 68° 30′, the edge of the
inland ice is almost stationary for a remarkably long distance.”[127]
The observations of the authors between 77° and 78° were of like
import. Probably the average movement of the border of the Greenland
ice-cap is less than one foot a week.
=Conditions affecting rate of movement.=—The rate of glacier movement
appears to depend on (1) the depth of the moving ice; (2) the slope of
the surface over which it moves; (3) the slope of the upper surface
of the ice; (4) the topography of the bed over which it passes; (5)
the temperature; and (6) the amount of water which falls upon it or
is carried to it by the drainage of its surroundings, in addition to
that produced by the melting of the glacier itself. Great thickness,
a steep slope, much water, smoothness of bed, and a high (for ice)
temperature favor rapid movement. Since some of these conditions,
notably temperature and amount of water, vary with the season, the rate
of movement for any given glacier is not constant throughout the year.
Other conditions, especially the first of those mentioned above, vary
through longer periods of time, and occasion periodic variations in the
rate of movement.
Since the volume of ice concerned influences the rate of movement,
anything which changes the volume affects the rate. An excess of
snowfall with favorable conditions for its preservation for a period
of years, increases the volume of ice, and tends to accelerate its
movement. A deficiency in snowfall, or in its preservation, as from
high average temperature or from aridity, diminishes the quantity of
ice, and so retards the movement. An acceleration of velocity causes
the ice to move down the valley farther before being melted, that
is, causes the end of the glacier to advance, while a decrease of
velocity produces the opposite effect. As a matter of fact, the lower
ends of glaciers advance for a period of years and then retreat, to
advance again at a later time.[128] Observation has shown that the
periods of advance follow a succession of years when the snowfall
has been heavy and the temperature low, while the periods of retreat
follow a succession of years when the snowfall has been light and the
temperature above the average. The periods of advance and retreat lag
behind the periods of heavy and light snowfall respectively, by some
years, and a long glacier responds less promptly than a short one.
Present knowledge seems to point to a period of 35 to 40 years as the
time within which a cycle of fluctuation, that is, an advance and a
retreat, takes place.
A declining upper surface is essential to glacier motion. There are
short stretches where this is not the case, and indeed there are
particular places where the upper surface slopes backward.[129] This
may occur where the ice is pushed up over a swell in its bed, or is
crowded up against any considerable obstacle; but such cases are no
more than local exceptions, and do not militate against the truth of
the general statement that the upper surface of a glacier declines in
the direction of motion. A declining _lower_ surface is less necessary.
In the case of valley glaciers, the bed does, as a rule, decline in
the direction of motion, but that there are local exceptions is shown
by the deep basins in rock which such glaciers often leave behind them
when they retreat. In the great continental glaciers of recent geologic
times, the ice frequently moved up slopes for scores, and even hundreds
of miles; but in all such cases, the upper surface must have declined
in the direction of movement. With a given thickness of ice, the
greater the decline of its lower surface in the direction of motion,
the more rapid its progress. A rough bed, or a crooked course retards
the motion of a glacier, while a smooth bottom and a straight course
facilitate it.
Slope, roughness of bed, and volume affect the movement of glaciers
somewhat as they affect the movement of rivers. The temperature of
the water, on the other hand, has little effect on the flow of a
river so long as it remains unfrozen; but the effect of temperature
on the motion of ice is most important. In many cases, indeed, the
temperature, together with the water that is incidental to it, seems
to be the chief factor in determining the rate of movement. The way in
which its effects are felt will be discussed later.
=Likenesses and unlikenesses of glaciers and rivers.=—Many of the
characteristics of a valley glacier may be understood from the study of
the accompanying figure (Fig. 237) of the White (Alaska) glacier. From
this figure it will be seen that the glacier is an elongate river-like
body, following the curves of the valley in stream-like fashion. It
has its origin in the snows collected on the mountain heights seen
in the distance, and it works its way down the valley in a manner
which, in the aggregate, is similar to the movement of a stiff liquid.
The likeness to a river extends to many details. Not only does the
center move faster than the sides, and the upper part faster than the
bottom, as in the case of streams, but the movement is more rapid in
constricted portions of the valley and slower in the broader parts.
These and other likenesses, some of which are apparent rather than
real, have given origin to the view that glacier ice moves like a stiff
viscous liquid.
[Illustration: +Fig.+ 237.—White glacier (central background) joining a
larger glacier (foreground), Alaska. (Reid.)]
But while the points of likeness between glaciers and rivers are
several, their differences are at least equally numerous and
significant. The trains of débris on the surface (the dark bands in the
illustration), like the central currents of streams, pass nearer the
projecting points of the valley walls and farther from the receding
bends; but beyond this point the analogy fails, for the trains of
débris on the ice do not conform in detail to the courses of the
currents of a winding stream, nor is there evidence of the rotatory
motion that characterizes river water. Furthermore, the glacier is
readily fractured, as the numerous gaping crevices on many glaciers
show. The crevasses are sometimes longitudinal, sometimes transverse,
and sometimes oblique. In the case of Arctic glaciers, longitudinal
crevassing is especially conspicuous.
[Illustration: +Fig.+ 238.—Cracking of glacier due to change in grade
of bed. A North Greenland glacier overriding a mound of
moraine-stuff.]
_Crevasses_ appear to be developed wherever there is appreciable
tension, and the causes of this tension are many. An obvious cause is
an abrupt increase of gradient in the bed (Fig. 238). If the change
of gradient be considerable, an ice-fall or cascade results, and the
ice may be greatly riven (Fig. 228). Below the cascade, the surface
may bristle with wedges and pinnacles of ice (séracs, Fig. 239).
Transverse crevices at the margin sometimes appear to be the result
of the tension developed on a curve. Oblique crevices on the surface
near the sides are commonly ascribed to the tension between the
faster-moving center and the slower-moving margins, and in like manner
crevasses that rise obliquely from the bottoms are attributed to the
tension between the faster-moving portions above and the slower-moving
portions below. All these crevasses indicate strains to which a liquid,
whose pressures are equal in all directions, does not offer a close
analogy. Longitudinal crevasses may affect both the river-like part
of a glacier and its deploying end, and are the result of tension
developed by movement within the ice itself, to which, again, rivers
offer no analogy. Somewhat similar cracks develop in the outer crust
of asphalt, when a mass of it is allowed to stand and spread; but in
this case there is evaporation of the volatile ingredients, giving to
the outer part relative rigidity and brittleness, while the inner part
remains more fluent. The analogy is therefore not perfect and probably
not really illustrative. The crevices may be narrow or wide, and both
narrow and wide may be found in the same glacier. The narrow crevices
that never open much are the most significant, as they show that very
little stretching is needed to satisfy the tension. The opening of a
gaping crevice is sometimes the work of weeks, and, in the slow-moving
glaciers of high latitudes, sometimes the work of successive seasons.
All this shows that the glacier is a very brittle body, incapable of
resisting even very moderate strains brought to bear upon it very
slowly. Had the ice even moderate ductility, it would adapt itself to
tension brought to bear upon it so slowly as are many of the tensions
which produce crevassing. In its behavior under tension therefore a
glacier is notably unlike a river.
[Illustration: +Fig.+ 239.—Séracs of glacier. (Reid.)]
SURFACE FEATURES.
=Topography.=—Many of the minor irregularities of the surface of a
glacier are the result of crevassing. After the ice is crevassed,
the sun’s rays and the air which has been warmed by them penetrate
the openings and melt the ice. The melting is most rapid at the
top, and decreases downward. The result is that the sections of ice
between adjacent crevasses are narrowed into wedges. If there be
cross-crevassing, as is common, points instead of wedges result. As the
sort of surface shown in Fig. 239 develops, any débris which was on the
ice slides into the crevices, and the upper surface becomes clean.
Where ice is crevassed transversely, and where melting is not rapid,
the crevasses may close as the ice moves forward, and the regelation
of adjoining faces heals the rents in the surface. Even in this case,
however, the surface is likely to be more or less undulating because of
the waste on the sides of the crevices before they are closed. After
regelation, surface ablation tends to obliterate the protuberances.
The topography of the surface of the ice is affected by other
conditions. All parts of the surface of the ice are not equally
compact, and the least compact portions melt most rapidly, giving rise
to depressions, while the more solid parts occasion protuberances.
Both depressions and protuberances may be regular or irregular in form
(Figs. 240 and 241). Undulations of the bed often show themselves
in the surface of the ice as suggested by Fig. 242. In such cases,
ponds or lakelets sometimes accumulate on the surface of the ice. The
topography of the ice in such cases seems to show that the ice is
forced up slope.
=Surface moraines.=—The surface of a glacier is often affected by
débris of one sort or another, and this also influences its topography.
The débris is sometimes disposed in the form of belts or _moraines_
(Figs. 237, 243). The surface moraines may be _lateral_, _medial_,
or _terminal_. A _lateral moraine_ is any considerable accumulation
of débris in a belt on the side of a glacier. A _medial moraine_ is
a similar accumulation at some distance from the margins, but not
necessarily in or near the middle. There may be several medial
moraines on one glacier, in which case some of them may be far from
the center. In alpine glaciers, the _surface terminal_ moraine is less
well-defined; in polar glaciers it often connects two lateral moraines,
making a loop roughly concentric with the terminus of the glacier.
[Illustration: +Fig.+ 240.—End of Mount Dana glacier, Cal. Shows
irregularities of surface due to crevassing farther up the glacier,
and to unequal melting.]
[Illustration: +Fig.+ 241.—Shows irregularities due to unequal melting
of veined ice. End of small glacier south of Forno hut, Engadine,
Switzerland. (Reid.)]
Besides the surface moraines, which represent belted aggregations of
débris, there may be scattered bowlders and bits of rock of various
sizes on the ice, and, in addition to the coarse material, there is
often some dust which has been blown upon the ice.
=Relief due to surface débris.=—The débris on the ice affects its
topography by influencing the melting of the subjacent and adjacent
ice. The rock débris absorbs heat more readily than the ice. A small
and thin piece of stone lying on the ice is warmed through by the
sun’s rays, and, melting the ice beneath, sinks, just as a piece of
black cloth on snow will sink because of the increased melting beneath
it. Though a good absorber of heat, rock is a poor conductor, and so
the lower surface of a large mass of stone is not notably warmed. The
ice beneath it is protected from the direct rays of the sun, and is
therefore melted more slowly than that around it. The result is that
the bowlder presently stands on a protuberance of ice (Fig. 244). When
its pedestal becomes high, the oblique rays of the sun and the warm air
surrounding it cause it to waste away, and the capping bowlder falls.
In high latitudes, the great obliquity of the rays sometimes allows
them to strike under isolated bowlders. In this case, they are warmed
from below, and thus aid rather than hinder the melting of the ice.
[Illustration: +Fig.+ 242.—Irregular surface due to uneven bottom.
Bowdoin glacier, Inglefield Gulf, North Greenland. The dark patches
near the left margin of the glacier are lakelets in basins produced by
the upward bending of the ice as it overrides an elevation in its bed.
The figure also shows a depressed medial moraine.]
The same principles apply to the moraines. A thin bowlder moraine in
high latitudes is sometimes sunk below the surface (Fig. 242). Usually,
however, a medial moraine protects the ice beneath from melting, and
occasions the development of a ridge of ice beneath itself. As the ice
on either side is then lowered by ablation, the moraine matter of the
medial belt tends to slide down on either hand. The same is true of the
lateral moraines. So far does this spreading go, that in some cases the
lower end of a glacier is completely covered with the débris which has
spread from the medial and lateral moraines. Examples of this may be
seen in almost any region of abundant, long, alpine glaciers.
[Illustration: +Fig.+ 243.—A Swiss glacier, showing surface moraines,
characteristic profile, etc.]
=Dust-wells.=—The wind-blown dust sometimes gives rise to peculiar
topographic features of small size. The dust is not distributed by the
wind with absolute equality, and the surface drainage of the ice tends
to aggregate it. Every dust particle acts like a small stone, and where
aggregations of dust occur, they melt their way down into the ice,
developing holes or “dust-wells” (Fig. 245). These wells rarely reach a
depth of more than a few inches, but they may be so numerous that the
pedestrian is obliged to watch his steps. This is especially true near
the edge of the large ice-caps. It is evident that the depth of these
dust wells must be slight, for so soon as they are deep enough to cut
off the sun’s rays from the dust at the bottom, the deepening ceases.
Other things being equal, they are deeper in low latitudes than in high.
[Illustration: +Fig.+ 244.—Bowlder on ice pinnacle. Forno glacier,
Switzerland. (Reid.)]
[Illustration: +Fig.+ 245.—Dust-wells. Igloodahomyne glacier, North
Greenland.]
[Illustration: +Fig.+ 246.—Disposition of débris in ice. North
Greenland glacier. (Libbey.)]
[Illustration: +Fig.+ 247.—Profile of the lower part of the lateral
margin of a glacier. Southeast side of McCormick Bay, North
Greenland.]
=Débris below the surface.=—The lower part of a glacier, as well as
the upper, carries rock débris. This débris is sometimes so abundant,
especially near the ends and edges of the ice, that it is difficult to
locate the bottom of the glacier; for between the moving ice which is
full of débris, and the stationary débris which is full of ice, there
seems to be a nearly complete gradation. The débris in the lower part
of arctic glaciers, and to some extent of others, is often disposed in
thin sheets sandwiched in between layers of clean ice. These débris
sheets are often numerous and usually discontinuous, though groups
of such sheets often persist for considerable distances. Débris also
occurs to some extent in the ice well above its base. It is sometimes
in belts, as seen in section, and sometimes in bunches. These various
relations are illustrated by Figs. 227, 229, and 246–249.
Another characteristic of the basal débris-laden part of some glaciers
is the _foliation of the ice_ (Figs. 248, 249, etc.). This is
especially well shown in the arctic glaciers, the ends and sides of
which have steep or vertical faces. The foliation is best developed
in the débris zone, though often shown above. The foliation is
sometimes minute, consisting of layers of clean ice, an inch or less
in thickness, separated by mere films of earthy matter. In extreme
cases there are a score or more of laminæ within a foot. Locally, and
especially where débris is abundant, the laminæ are much contorted.
This is seen both in section (Figs. 248 and 249) and on the surface
(Fig. 250).
TEMPERATURE, WASTE, AND DRAINAGE.
The temperature of glacier ice may range downward from the freezing
point of water much as other solid portions of the earth’s surface,
but it has a fixed upper limit at 32° Fahr. (0° C.) because all the
heat it receives tending to raise its temperature above that point, is
converted into the latent form by the melting of the ice. The range of
temperature is greatest at the surface, where it varies from 32° in the
summer, to the coldest temperature of the region where the ice occurs.
Beneath the surface the range of temperature is more restricted, and
increasingly so with increasing depth.
[Illustration: +Fig.+ 248.—Side view of end of glacier. Southeast side
of McCormick Bay, North Greenland. Shows structure of ice as well as
position of débris.]
The variation of temperature at the surface is due primarily to the
varying temperature of the air. During the cold season, a wave of low
temperature (the _winter_ wave), starting at the surface, penetrates
the ice, and during the warm season a wave of higher temperature (the
_summer_ wave) takes the same course. The day and night waves and other
minor variables are, for present purposes, negligible.
[Illustration: +Fig.+ 249.—Side view of a North Greenland glacier (East
glacier), showing position of débris and structure of the ice.]
=The winter wave.=—There are but few observations on the internal
temperatures of glaciers during the winter season, but it seems certain
that the winter wave diminishes rapidly downward and dies out below,
much as does the winter wave which affects land surfaces not covered
with ice. Conduction alone considered, the temperature of the ice where
the cold wave dies out, should correspond, approximately, to the mean
annual temperature of the region, provided that temperature is below
the melting point of ice.
Assuming that in the high altitudes and high latitudes where glaciers
abound, the temperature of the surface may average about -12° Fahr.
(about -25° C.) for the winter half of the year, which is about the
case for north Greenland, Spitzbergen, and Franz Josef Land, and that
the conductivity of the ice in the C. G. S.[130] system is .005,
the temperature would be lowered appreciably only about 40 feet
below the surface at the close of the winter period, conduction only
being considered. How far the internal temperature may be influenced
by air forced through the ice by winds and by variations of the
barometer is not known and cannot well be estimated. The wave of low
temperature descending from the surface in winter would probably become
inappreciable before reaching a depth of 60 feet. At this depth the
temperature should be about 15° Fahr.—the mean annual temperature of
the region.
[Illustration: +Fig.+ 250.—Contorted lamination shown at the surface. A
small glacier south of Forno hut, Engadine, Switzerland. (Reid.)]
=The summer wave.=—The warm wave follows the analogy of the summer wave
of ice-free land surfaces much less closely. This is because of the
low melting temperature of ice as compared with other forms of solid
earth-matter. On this account the summer wave is bi-fold. The one part
travels downward by conduction, the other by the descent of water; the
one has to do primarily with the temperature before the melting-point
of ice is reached; the other, with the temperature after that point
is reached; the first conforms measurably to the warm wave affecting
other solid earth-matter, while the second is governed by special
laws. After the surface portion of the ice is brought to the melting
temperature, the additional heat which it receives melts the ice and
is transformed from _sensible_ into _potential_ heat. Ice charged with
water is _potentially_, but not _sensibly_, warmer than ice which has
just reached the melting temperature.
The warm wave of conduction dies out below like the cold wave. The
warm wave descending by the flow of water stops where the freezing
temperature of water is reached. In regions where the average
temperature is below freezing, the water-wave does not descend so far
as the wave of conduction, since the latter descends below the zone
where the melting temperature is found.
The foregoing considerations warrant the generalization that glaciers
normally consist of two zones (1) an outer or upper zone of fluctuating
temperature, and (2) an under zone of nearly constant temperature. The
under zone obviously does not exist where the thickness of the ice is
less than the thickness of the zone of fluctuating temperature. This
may be the case in very thin glaciers in very cold regions, and in the
thin ends and edges of all glaciers.
=The temperature of the bottom.=—The internal heat of the earth is
slowly conducted to the base of a glacier where it melts the ice at
the estimated average rate of about one-fourth of an inch per year.
The temperature of melting is a little below 32° Fahr. since pressure
lowers the melting-point at the rate of .0133° Fahr. (.0075° C.) for
one atmosphere of pressure. At the bottom of a mile of ice therefore
the melting temperature is about 30.2° Fahr. (-1° C.) It is probable
that in all thick glaciers the temperature of the bottom is constantly
maintained at the melting-point. This may be indicated by the streams
which issue from beneath glaciers during the winter, though this
criterion is hardly decisive since the issuing waters may be derived
partly or wholly from the rock beneath. In glaciers or in parts of
glaciers so thin as to lie wholly within the zone of fluctuating
temperature, the temperature of the bottom is obviously not constant.
=Temperature of the interior of the ice.=—The variation of temperature
of the surface of a glacier has already been shown to lie between a
maximum of 32° Fahr. and the minimum temperature of the region where
the glacier occurs. Lower, in the zone of fluctuating temperature, the
variation is less, and where the zone of fluctuating temperature passes
into the zone of constant temperature, variation ceases. The thickness
of the zone of fluctuating temperature varies with the temperature of
the region where the glacier occurs, being greatest where the winters
are coldest. In the case of all glaciers except thin ones in very cold
regions, the temperatures within the zone of constant temperature range
from the mean annual temperature of the region at the top of the zone
(provided this is not above the melting-point of ice at this depth) to
the melting temperature of the ice at the bottom. Within these limits
the range may be great or slight.
If we consider only the effects of the external seasonal temperatures
and the internal heat of the earth, it appears that all the ice in
the zone of constant temperature in the lower end of a typical alpine
glacier should have a constant melting temperature, for the average
temperature of regions where the ends of such glaciers occur is usually
above 32° Fahr., and this determines a temperature of 32° Fahr. (or a
little less) at the top of the zone, while a melting temperature is
maintained at the bottom by the earth’s interior heat. In thin glaciers
of very cold regions, where the zone of constant temperature has
relatively slight thickness, the low temperature descending from the
surface may so far overcome the effect of internal heat as to keep the
bottom of the ice at a freezing temperature. In all other cases, the
ice at the bottom of the under zone has a melting temperature, while
that above is probably colder.
In the higher altitudes and in the polar latitudes where glaciers
are chiefly generated, the mean annual temperature of the surface is
usually below the melting-point of ice. Here the temperature of the
ice between the top and bottom of the zone of constant temperature
must, on the average, be below the melting-point, unless heat enough
is generated in the interior of the ice to offset the effect of the
temperature above. For example, where the mean annual temperature is
20° Fahr. or lower, as in middle Greenland, Spitzbergen, and Franz
Josef Land, and at certain high altitudes in more southerly latitudes,
the mean temperature in the zone of constant temperature should range
from 20° Fahr. at the top to 32° Fahr. (or a little less) below;
i.e., it should average about 6° below the melting-point. Under these
conditions, all the ice in the zone of constant temperature, except
that at its bottom, must be permanently below the melting-point, but it
is perhaps worthy of especial note that much of it is but little below.
In alpine glaciers the part of the ice affected by this constant low
temperature (below freezing) is presumed to be chiefly that which lies
beneath the snow-fields. In polar glaciers the low temperature probably
prevails beneath the surface, not only throughout the great ice-caps,
but also in the marginal glaciers which descend from them.
From these theoretical considerations we may deduce the generalization
that in the zone of constant temperature _within the area of glacial
growth_, the temperature of the ice is generally _below_ the
melting-point, while _within the area of wastage_, the temperature of
the corresponding zone is generally _at_ the melting-point.
=Compression and friction as causes of heat.=—The foregoing conclusions
are somewhat modified by dynamic sources of heat. The compression
arising from gravity, and the friction developed where there is motion,
are causes of heat. Since friction occurs only when motion takes place,
the heat which it generates is secondary and may, for present purposes,
be neglected. Compression not only lowers the melting-point slightly,
but it _produces heat at the point of compression_. Where the ice is
granular, the compression, due to weight, takes place at the contacts
of the grains. At intermediate points the pressure tends to cause
them to bulge, and this has the effect of lowering the temperature
of the bulging points. If therefore the compression be considerable,
the granules may be warmed to the melting-point where they press each
other, while at other points their temperature may be lower. In this
case melting will take place at the points of compression, and the
moisture so produced will be transferred to the adjacent parts of the
granule and immediately refrozen. Melting at the points of compression
would result in some yielding of the mass, and in some shifting of
the pressure to new points where compression and melting would again
take place. Thus the melting, the refreezing, and the attendant
movement might go on until the limits of the power of gravity in this
direction were reached. From considerations already adduced, it appears
that the temperature in some parts of every considerable body of ice
must be such as to permit these changes. The heat due to depression
and friction may modify the theoretical deductions drawn above from
atmospheric and internal influences.
=Summary.=—If the foregoing generalizations be correct, (1) the
surface of a glacier is likely to be melted during the summer, (2) its
immediate bottom is slowly melting all the time (unless the thickness
of the ice be less than the thickness of the zone of annual variation
or of permanent freezing temperature); (3) its subsurface portion _in
the zone of waste_ is generally melting, owing to descending water,
compression, and friction; while (4) its subsurface portion _in the
zone of growth_ is probably below the melting-point except as locally
brought to that temperature by compression, friction, and descending
water, and at the bottom by conduction from the rock beneath.
=Movement under low temperature.=—Glacier motion will not be discussed
at this point, but one of the bearings of the preceding conclusions
on glacier motion may be pointed out. Since there must be motion
in the area of growth to supply the loss in the area of waste, the
_fundamental_ cause of motion must be operative in bodies of ice the
mean temperature of which is below the melting-point, _unless the
dynamic sources of heat are considerable_. This fundamental cause does
not exclude the _coöperation_ of causes that work only (1) at the
melting temperature, or (2) where the ice is bathed with water, or (3)
in the plane of contact between wet ice above and dry ice below. These
may be _auxiliary_ causes which abet the fundamental one in producing
the more rapid movement of warm seasons, or in bringing about the
especially rapid movement in situations where there is abundant water,
or in inducing the shearing which is such a remarkable feature of
arctic glaciers.
=Evaporation.=—The ice wastes by evaporation as well as by melting, and
while the former process is far less important than the latter, its
results are probably larger than is commonly apprehended. One of the
most remarkable features of some of the deposits of ancient glaciers is
the slight evidence they afford of escaping waters. The most plausible
explanation seems to lie in the supposition that the ice was largely
wasted by evaporation. This conclusion finds support in many places
in the presence of a mantle of fine silt over the drift, the silt
being apparently composed of dust blown upon the ice. It is supposed
to imply aridity in the region about the ice. If a sufficient mantle
of dust were spread over the border zone of the ice, and if the air
were very dry, nearly all the water melted on the surface of the ice
might be held back by the dust-wells until the water was evaporated or
absorbed.
[Illustration: +Fig.+ 251.—Spouting stream. Glacier south side of
Olriks Bay, North Greenland.]
=Drainage.=—Some of the water produced by surface melting forms little
streams on the ice. Sooner or later they plunge into crevasses or over
the sides and ends of the glacier. In the former case, they may melt
or wear out well-like passages (moulins) in the ice, and even in the
rock beneath. Much of the surface water sinks into the ice. Its ready
penetration is aided by the “dust-wells” which mark the surface of
many glaciers. In north Greenland wells which contain six or eight
inches of water at the end of a warm day are often dry in the morning.
The water has leaked out and passed to lower levels. From these and
other harmonious observations it is inferred that the superficial
part of a glacier at least is readily penetrated by water. The depth
to which surface water penetrates is undetermined, but it doubtless
varies greatly, not only in different glaciers, but in different parts
of the same glacier, and in the same part at different times. Above
the line of perennial snow there is little water either from melting
or from rain, and hence relatively slight penetration. Below the line
of perennial snow there is much melting and much rain, and here it is
probable that the water sometimes, perhaps usually, penetrates to the
bottom of the ice during the melting season, even independently of
crevasses.
Once within the glacier, the course of the water is variable.
Exceptionally it follows definite englacial channels, as shown by
springs or streams issuing from the ice at some point above its bottom
(Fig. 251). Oftener it descends or moves forward through the irregular
openings which the accidents of motion have developed. If it reaches a
level where the temperature is below its freezing-point, it congeals.
Otherwise it remains in cavities or descends to the bottom. The water
produced by melting within the glacier probably follows a similar
course. So far as these waters descend to the bottom, they join those
produced by basal melting and issue from the glacier with them. In
alpine glaciers the waters beneath the ice often unite in a common
stream in the axis of the valley, and hollow out a tunnel. Thus the
Rhone is already a considerable stream where it issues from beneath the
Rhone glacier. In the glaciers of high latitudes, subglacial tunnels
are less common and the drainage is in streams along the sides of the
glaciers or through the débris beneath and about them.
At the end of the glacier, all waters, whether they have been
superglacial, englacial or subglacial, unite to bear away the silt,
sand, gravel, and even small bowlders set free from the ice, and
to spread them in belts along the border of the ice or in trains
stretching down the valleys below. These are the most common of the
glacio-fluvial deposits.
THE WORK OF GLACIERS.
_Erosion and transportation._
The work accomplished by glaciers is distinctive, for while like
rivers, they abrade the valleys through which they pass, carry forward
the material which they remove from the surface, and wear, grind, and
ultimately deposit it, and while their work therefore includes erosion,
transportation, and deposition, their method is peculiar.
=Getting load.=—If the surface on which the snow-field which is to
become a glacier accumulates be rough and covered with abundant rock
débris, as such surfaces usually are, the glacier already has a basal
load when its movement begins, for the snow covers, surrounds, and
includes such loose blocks of rock as project above the general surface
and envelops all projecting points of rock within its field. When the
snow becomes ice and the ice begins to move, it carries forward the
loose rock already imbedded in it, and tears off the weak points of
the enveloped rock-projections. It may perhaps also move some of the
soil and mantle rock of the original surface to which it is frozen. In
addition to the _subglacial_ load which the glacier thus has at the
outset, there may be a surface load which has fallen on the snow or ice
from cliffs above. This is especially true of mountain-valley glaciers.
If this has been buried by snow and ice it is _englacial_; if it lies
on the surface it is _superglacial_.
Once in movement, the ice carries away the débris to which it was
originally attached, and at the same time gathers new load from the
same area. The new load is acquired partly by the rasping effect of the
rock-shod ice on its bed, and partly by its rending power which, under
favorable circumstances, may quarry out considerable blocks of rock.
This “plucking” process is at its best where the ice passes over cliffs
of jointed rock or steep-sloped hills.
As the ice advances into new territory it acquires additional basal
load, partly by rasping, partly by plucking, partly by freezing to
it, and partly in other ways. One of these ways may be illustrated by
the sequence of events when the end of a glacier advances on a very
large bowlder. As the ice approaches it, the reflection of heat from
it melts the adjacent edge of the ice, making a slight reëntrant. With
farther advance, the ice closes in against and around the bowlder, and
finally carries it along in the bottom of the moving mass. In some
cases, especially when its advance is rapid, the ice may push débris in
front of itself. Even where this is the case, the amount of material
pushed forward is generally slight, partly because the extreme edge of
the ice often fails to rest on the land in summer, when the movement
is greatest, being melted from below by the heat of the surface over
which it is spreading (see Fig. 252), and partly because the earth in
front of the glacier is frozen during a large part of the year. In this
condition, the earthy matter has greater resistance than the ice,
and the latter rides over it. Superglacial material may be acquired
during movement by the fall of débris from cliffs, or by the descent of
avalanches.
[Illustration: +Fig.+ 252.—Diagram showing lack of contact of the edge
of the ice with its bed.]
=Conditions influencing rate of erosion.=—An obstructive attitude
of the surface toward the movement of the ice is as necessary for
effective erosion as the movement of the ice itself. Advancing over a
flat surface, ice ordinarily inflicts but little wear, since there is
little for it to get hold of. So slight is the abrasive power of ice
under these conditions that it frequently overrides and buries the soil
with more or less of its herbaceous vegetation. But while a certain
measure of roughness of surface is favorable for glacial erosion, the
topography may be so uneven as to seriously impede the ice. Erosion
is probably at its maximum, so far as influenced by topography, when
the roughness of the surface is such as to offer notable catchment for
the basal ice, but not such as to impede its motion very seriously.
The amount of relief favorable for the greatest erosion increases with
increasing thickness of the ice.
Other conditions which influence erosion by ice are (1) the amount of
loose or slightly attached débris on the surface, (2) the resistance of
the rock, (3) the slope of the surface, (4) the thickness of the ice,
(5) the rate of movement, and (6) the abundance and character of the
débris which the ice has to work with. The effect of the first five of
these conditions is evident. The effect of the last is less simple.
Clean ice passing over a smooth surface of solid rock has little effect
upon it; but a rock-shod glacier will abrade the same surface notably.
The effect of this abrasion is shown in the grooves and scratches
(_striæ_) which the stones in the bottom of the ice inflict on the
surface of the rock over which they pass (Figs. 253, 255, and 256).
At the same time the stones in the ice are themselves worn both by
abrasion with the bottom, and with one another (Fig. 254). It does not
follow, however, that the more material in the bottom of the ice the
greater the erosion it effects; for with increase of débris there may
be decrease of motion[131] and, beyond a certain point, the decrease
of motion seriously interferes with the efficiency of erosion. When any
considerable thickness of ice at the bottom of the glacier is full of
débris, this loaded basal portion may approach stagnancy, and the lower
limit of considerable movement may lie between the loaded ice below
and the relatively clean ice above. A moderate, but not an excessive
load of débris is, therefore, favorable for great erosion. Something
depends, too, on the character of the load. Coarse, hard, and angular
débris is a more effective instrument of erosion than fine, soft, or
rounded material. The adverse influence of the overloading of the ice
on its motion has been likened to the stiffening of a viscous liquid by
the addition of foreign matter, but it may better perhaps be referred
to the destruction of the granular-crystalline continuity on which
glacier motion probably depends.
[Illustration: +Fig.+ 253.—Glacial striæ and bruises. The block to the
right shows two sets of striæ: that to the left shows the peculiar
curved fractures known as _Chatter Marks_.]
[Illustration: +Fig.+ 254.—Bowlders showing glacial striation. (Drawn
by Miss Matz.)]
[Illustration: +Fig.+ 255.—Striæ on bed rock, Kingston, Des Moines Co.,
Ia. (Iowa Geol. Surv.)]
From the preceding statement, it is evident that erosion is not equally
effective at all points beneath a glacier. So far as concerns the ice
itself, erosion is not most effective at the end of a valley glacier,
or at the edge of an ice sheet, for here the strength of movement is
too slight and the load too great; nor is the most effective erosion
at the source or near it, for though the ice may here be thick, the
movement is slow and the load likely to be slight. Ice conditions only
being considered, erosion is most effective somewhere between the
source and the terminus, and probably much nearer the latter than the
former. The conditions of the surface over which the ice passes may
be such as to vary the place of greatest erosion widely. Thus in an
Alpine glacier, erosion may be most effective at the _Bergschrund_
because the slope here favors “plucking.” Here, notable amphitheatres
(_cirques_) are sometimes excavated. After the glacier disappears,
the bottom of the cirque is often seen to contain rock basins (Fig.
257). Glacial cirques abound in mountains where glaciers once existed,
but from which they have now disappeared. The cirques of the Bighorn
mountains of Wyoming (Pl. XIX) are examples.
[Illustration: +Fig.+ 256.—Striæ, grooves, etc., in a canyon tributary
to Big Cottonwood Canyon, Wasatch Mountains. (Church.)]
=Summary.=—In summary it may be said that rapidly moving ice of
sufficient thickness to be working under goodly pressure, shod with
a sufficient but not excessive quantity of hard-rock material,
passing over incoherent or soft formations possessing a topography
of sufficient relief to offer some resistance, and yet too little to
retard seriously the progress of the ice, will erode most effectively.