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several discrete peaks of high flow separated by sections of the tunnel exhibiting very
little to no flow at all. These well-defined peaks, herein referred to as “flow zones” are
defined as a section of the tunnel that exceeds a flow of 19 liters/min (5 gpm). Nineteen
discrete flow zones were identified in the tunnel. Thirteen (68%) of the flow zones
correlate with coincident lineaments, 6 zones correlate with more than one image type,
and 1 zone correlates with all 3 image types. Median discharge observed in the flow
zones that were captured by coincident lineaments were not significantly higher (at the
95% confidence level) than the flows observed in the zones located outside of the
lineament buffer zones.
2.
In addition, the 35 coincident lineaments were compared with 99 individual, through-
going water-bearing structures within the 9 km tunnel section. Flowing structures that
parallel coincident lineaments (all platforms) and occur within the lineament buffer zones
(±1 mm at the scale of the imagery) have higher median yield (10,500 l/day) than those
structures outside the buffer zones (6,600 l/day). However, this difference is significant
at the 70% confidence level. The BW aerial photographs were the best at detecting
individual through-going flowing structures. There is a 90% level of confidence that the
median yields of through-going flowing structures in the lineament buffer zones are
higher than the median yields of those located outside the buffer zones.
3.
While some lineaments can identify high-yield water-bearing zones in the bedrock, it is
difficult to distinguish the successful lineaments from the unsuccessful ones without
additional information. For example, 15 of the 35 coincident lineaments actually
correlate with the flow zones. This means that the remaining 20 coincident lineaments
do not correlate with features producing more than 19 liters/min. Therefore, less than
half of the coincident lineaments are associated with high-yield water-bearing zones.
Other factors can help reduce the uncertainty in deciding which coincident lineaments do
or do not correlate with water-bearing zones in the tunnel. Lineaments which align with
topographic valleys and bedrock lows correlate with higher flows in the tunnel than those
that fall on topographic flats or slopes (1,800 liters/min versus 950 liters/min and 820
liters/min, respectively). The zones of highest flow within the tunnel are generally
associated with permeable overburden such as sand and gravel rather than less permeable
glacial till and, thus, lineaments corresponding with conductive overburden tend to
correlate with higher flows. Finally, high groundwater inflows are generally located near
surface water bodies. Groundwater inflows are highest where there is a greater fracture
frequency and a higher density of surface water bodies in close proximity to the tunnel.
Flow zones 8 and 9 are close to the Sudbury River and northwest of Lake Cochituate.
These findings are consistent with the results of other investigators and confirm that
interpretations made from lineament analyses can be improved if other factors such as
topographic position, type and thickness of overburden, proximity to surface water
bodies, or bedrock type are considered in the selection of well sites.
4.
Fracture-supported coincident lineaments do not necessarily improve the ability of
lineaments to discriminate high flow zones in the bedrock. Fracture-supported
coincident lineaments are those lineaments which parallel nearby surface fracture sets,
mapped faults, lithologic contacts, and/or primary ductile structures. There were two