Abstract
An understanding of the magnitude and
frequency of low-flow discharges is an important part
of protecting surface-water resources and planning for
municipal and industrial economic expansion. Lowflow
characteristics are summarized for 12 continuous-record
gaging stations and 44 partial-record measuring
sites in the Rocky River basin in North Carolina.
Records of discharge collected through the 2002 water
year at continuous-record gaging stations and through
the 2001 water year at partial-record measuring sites
were used. Flow characteristics included in the
summary are (1) average annual unit flow; (2) 7Q10
low-flow discharge, the minimum average discharge
for a 7-consecutive-day period occurring, on average,
once in 10 years; (3) 30Q2 low-flow discharge;
(4) W7Q10 low-flow discharge, which is similar to
7Q10 discharge but is based only on flow during the
winter months of November through March; and
(5) 7Q2 low-flow discharge.
The Rocky River basin drains 1,413 square miles
(mi2) of the southern Piedmont Province in North
Carolina. The Rocky River is about 91 miles long and
merges with the Yadkin River in eastern Stanly County
to form the Pee Dee River, which discharges into the
Atlantic Ocean in South Carolina. Low-flow
characteristics compiled for selected sites in the Rocky
River basin indicated that the potential for sustained
base flows in the upper half of the basin is relatively
higher than for streams in the lower half of the basin.
The upper half of the basin is underlain by the Charlotte
Belt, where streams have been identified as having
moderate potentials for sustained base flows. In the
lower half of the basin, many streams were noted as
having little to no potential for sustained base flows.
Much of the decrease in base-flow potential is
attributed to the underlying rock types of the Carolina
Slate Belt. Of the 19 sites in the basin having minimal
(defined as less than 0.05 cubic foot per second) or zero
7Q10 discharges, 18 sites are located in the lower half
of the basin underlain by the Carolina Slate Belt.
Assessment of these 18 sites indicates that streams that
have drainage areas less than about 25 square miles are
likely to have minimal or zero 7Q10 discharges. No
drainage-area threshold for minimal or zero 7Q10
discharges was identified for the upper half of the
basin, which is underlain by the Charlotte Belt.
Tributaries to the Rocky River include the
West Branch Rocky River (22.8 mi2), Clarke Creek
(28.2 mi2), Mallard Creek (41.2 mi2), Coddle Creek
(78.8 mi2), Reedy Creek (43.0 mi2), Irish Buffalo/Coldwater Creeks (110 mi2), Dutch Buffalo Creek
(99 mi2), Long Creek (200 mi2), Richardson Creek
(234 mi2), and Lanes Creek (135 mi2). In the 20-mile
reach upstream from the mouth (about 22 percent of the
river length), the drainage area increases by 648 mi2, or
about 46 percent of the total drainage area as a result of
the confluences with Long Creek, Richardson Creek,
and Lanes Creek.
Low-flow discharge profiles for the Rocky River
include 7Q10, 30Q2, W7Q10, and 7Q2 discharges in a
continuous profile with contributions from major
tributaries included. At the gaging stations above Irish
Buffalo Creek and near Stanfield, the 7Q10 discharges
are 25.2 and 42.3 cubic feet per second, corresponding
to 0.09 and 0.07 cubic feet per second per square mile,
respectively. At the gaging station near Norwood, the
7Q10 discharge is 45.8 cubic feet per second,
equivalent to 0.03 cubic foot per second per square
mile. Low-flow discharge profiles reflect the presence
of several major flow diversions in the reaches
upstream from Stanfield and an apparent losing reach
between the continuous-record gaging stations near
Stanfield and Norwood, North Carolina.