GROUND WATER IN NORTH-CENTRAL TENNESSEE
GROUND WATER IN NORTH-CENTRAL TENNESSEE
GROUND WATER IN NORTH-CENTRAL TENNESSEE
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90 <strong>GROUND</strong> <strong>WATER</strong> <strong>IN</strong> <strong>NORTH</strong>-<strong>CENTRAL</strong> <strong>TENNESSEE</strong><br />
not primarily the result of fracturing. The distinctions between these<br />
three classes are wholly arbitrary, and all classes grade into one<br />
another.<br />
SEEPAGE SPR<strong>IN</strong>GS<br />
Most of the springs in the region are seepage springs, the common<br />
type being the contact spring, which issues from permeable material<br />
just above the outcrop of some relatively impermeable material. In<br />
springs of this type the impermeable material retards or prevents the<br />
downward percolation of ground water and consequently deflects it to<br />
the surface. These conditions are satisfied in four general cases, each<br />
of which is associated with a characteristic type of spring performance.<br />
First, the water-bearing material may be a rock, such as sandstone,<br />
which is permeable in its unweathered state, and the underlying re<br />
taining bed a stratum of shale or other impermeable rock. The storage<br />
capacity of such a permeable bed is relatively large, so that the dis<br />
charge of the spring is not likely to be highly variable, even though<br />
it may not be large. Second, the water-bearing material may be a<br />
stratum that has been rendered permeable by weathering, and the<br />
underlying retaining bed a material that is not affected by weathering<br />
to an appreciable degree. Third, the permeable material may be the<br />
weathered portion of a massive stratum, and the retaining bed the<br />
underlying fresh rock. In these two cases the volume of permeable<br />
material that supplies each spring niLy be small, so that both the<br />
storage capacity for ground water and the discharge of the spring<br />
during the dry season may also be small. Finally, the water-bearing<br />
material may be transported detritus, and the retaining bed the under<br />
lying solid rock. The storage capacity and permeability of the de<br />
tritus vary between wide limits, although under favorable conditions<br />
both may be large; hence the discharge of such a spring may be large<br />
and relatively invariable. The optimum condition favoring contact<br />
springs exists in a terrane of steep slopes, and hence such springs are<br />
especially abundant along the Highland Rim escarpment, which<br />
bounds the Nashville Basin. They are somewhat less numerous on<br />
the valley slopes throughout the region and are not common on the<br />
Highland Rim plateau or the Nashville Basin peneplain.<br />
Many contact springs issue from minute joints and bedding-plane<br />
crevices in the uppermost part of the Chattanooga shale along the<br />
Highland Rim escarpment, although their water is probably derived in<br />
part from the weathered zone of the overlying limestone. Typical<br />
examples, which are entered in the table of spring data, are Nos. 273<br />
and 278 of Davidson County (pp. 138-139) and Nos. 358 and 395 of<br />
Williamson County (pp. 218-219). Each of these springs has a small<br />
area of influence and issues from material of low permeability, and<br />
hence the discharge is generally very small. Other contact springs<br />
issue from beds of permeable sandstone near the top of the Fort Payne