Geology, Vol. 1 [of 3] : $b Geologic processes and their resultsSalisbury, Rollin D.
Science
Geology, Vol. 1 [of 3] : $b Geologic processes and their results
Salisbury, Rollin D.
Geology
=The spit, the bar, and the loop.=—The disposition of shore-deposits
depends largely on the currents at and near shore. If the coast-line
is deeply indented, the littoral current usually fails to follow the
reëntrants. In holding its course across the mouth of a small bay,
a shore-current usually passes into deeper water. Here its velocity
is checked because its motion is communicated to the water beneath
it, and a larger amount of water being involved in the motion, the
motion of each part is diminished. If sediment was being moved along
its bottom before the current was checked, some part of it is dropped
when and where the current is slackened. It follows that deposition
commonly takes place beneath a littoral current as it crosses the
mouth of a bay. The belt of deposition is often narrow, and the result
is the construction of a ridge beneath the water in the direction of
the current. The current would never build the embankment up to the
water-level, but when its surface approaches the level of effective
agitation, the waves may begin to work on it, as on a barrier, and
may build it up to, and even above, the surface of the water. So long
as the end of such an embankment is free, it is a _spit_ (Fig. 315
and Pl. XXI). If the spit be lengthened until it crosses, or nearly
crosses, the bay, shutting it off from the open water, it becomes a
bar. Bars have shut in lakes (ponds) on the coast of Martha’s Vineyard,
Mass. (Fig. 1, Pl. XXII), and lakes and lagoons at numerous points
both on the Atlantic and the Pacific coasts (Fig. 2, Pl. XXII, Rodeo
lagoon). The same phenomena are to be seen along many lake shores.
Bars sometimes tie islands to the mainland (Pl. XXIII, Fig. 1, Nahant,
Mass.; Fig. 2, near Biddeford, Me.). The structure of a bar as seen in
cross-section is shown in Fig. 316.
The construction of a spit has been aptly compared to the construction
of a railway embankment across a depression. The material is first
carried out from the bordering upland (shallow water) and dumped where
the slope to the depression (deep water) begins. The embankment thus
begun is extended by the carrying out of new material, which is left at
the end of the dump already made.
If the bay across which the bar is built receives abundant drainage
from the land, the outflow from the bay may be sufficient to prevent
the completion of the bar (Fig. 2, Pl. XXII), for when the growth of
the spit has sufficiently narrowed the outlet of the bay, the sediment
brought to the end of the spit by the littoral current will be swept
out beyond the spit by the current setting out from the bay.
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