A PROFITABLE PRIVATE MICROHYDROELECTRIC PLANT
(Page 2 of 6)
Of course, few companies are paying as much for power as
they're charging for it. (After all, the utilities have
such additional expenses as supplying the lines, customer
service, billing, etc.) But PURPA has made it possible for
small producers to receive at least some payment for the
electricity they're capable of generating. And with
buy-back rates (the price paid by utilities to small-scale
power producers) running between 2¢ and 10¢ per
kilowatt-hour (KWH) across the country, microhydropower is
capable of becoming a paying proposition.
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LAUREL CREEK HYDROELECTRIC
Perhaps the best way to understand the potential of
microhydropower is to examine a successful example. Several
of MOTHER's staff members have been keeping an eye on one
such project since its beginnings, and recently paid a
visit to the finished site to see it in full production.
The Laurel Creek microhydropower installation was started
back in 1980, when a group of individuals—working
under the auspices of the Blue Ridge Group Sierra Club and
Appalachian State University (both of which have their
headquarters in Boone, North Carolina), and cosponsored by
the Blue Ridge Electrical Membership Corporation
(BREMCO)—got a $21,416 Department of Energy
Appropriate Technology grant to study the microhydropower
potential in Watauga County, North Carolina and build a
demonstration site.
Laurel Creek, the waterway they chose, is a cascading
mountain stream in the western part of the county. The
group erected a tiny (two-foot-high) dam, which diverts
water into a penstock . . . and from that point, 1,640 feet
of 8"-diameter plastic sewer pipe stretches down the
mountainside next to the creek, for a total drop of 178
feet.
The crew had several good reasons for deciding not to build
a more typical tall dam. First and foremost, they were able
to avoid the primary disadvantage—in the
environmentally oriented minds of the developers—of
large hydropower installations: the need for flooding the
land behind the dam. Second, from a practical standpoint,
the diversion and pipe arrangement allow much more drop (or
"head", in hydro terminology). Third, getting permission
for their project—which required only a verbal OK
from local wildlife agencies—was less complicated
than it would have been if construction of a larger
installation had been planned. And finally, the
expense—even though the pipe alone cost more than
$5,300—was a small fraction of the investment that's
necessary to build a big dam.
Of course, before any work was done, the rate of water flow
in Laurel Creek was measured on a regular basis and its
profile compared with that of other streams in the area (as
gauged by the U.S. Geological Survey). Once all the data
were analyzed, Dr. Harvard Ayers (the program director) and
builders Andy Feimster and Bob Powell decided to take no
more than 2.5 cubic feet per second (CFS) of water—or
1,125 gallons per minute—from the creek. That amount
equals about one-third the mean flow in the stream . . .
and will leave sufficient water for aquatic life, while
allowing the plant to operate about 90% of the time.
(Should a severe drought occur, a partial or complete
shutdown of the system would be required in order to
maintain flow in the creek.)
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