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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

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