6.2.3.2
Canals
From the intake the water is conveyed either directly
to the turbine through a pressure pipe or by a canal.
In a canal the flow is a function of its cross-sectional
profile, its slope, and its roughness. The application
of hydraulic theory yields reasonably accurate results
to man-made canals where the cross-section is regular
in shape and the surface roughness of the construction
materials - earth, concrete, steel or wood - is well-documented.
The velocity of water in a canal should be kept above
a minimum value to prevent sedimentation and aquatic plant
growth, but below a maximum value to prevent erosion,
especially in unlined canals. At the end of the canal,
just before the entrance to the penstock, there is the
forebay. Although it can be designed to provide water
storage, a forebay normally provides only enough storage
to provide extra volume needed during turbine start-up.
It should include a spillway, a purging outlet, a trash-rack
and an air vent.
6.2.3.3 Penstocks
From the forebay the water is conveyed to the turbine
via a pressure pipe or penstock. Penstocks can be installed
over or under the ground, depending on factors such as
the nature of the ground itself, the penstock material,
ambient temperatures and environmental requirements. A
flexible and small diameter plastic penstock for instance,
can be laid on the ground, following its outline with
a minimum of grade preparation. Otherwise larger penstocks
should be buried, provided there is not too much rock
excavation.
The sand and gravel surrounding the pipe provide good
insulation, and eliminate anchor blocks and expansion
joints. Buried penstocks must be carefully painted and
wrapped to protect the exterior from corrosion, but further
maintenance is minimal. From the environmental point of
view, this solution is optimal because the ground can
be returned to its original condition and the penstock
does not constitute a barrier to the movement of wildlife.
The materials, diameter, wall thickness and type of joint
characterize a penstock: