Power generation plant
As of 2005, hydroelectric power, mostly from dams, supplies some 19% of the world's electricity, and over 63% of
renewable energy.
[51] Much of this is generated by large dams, although
China uses small scale hydro generation on a wide scale and is responsible for about 50% of world use of this type of power.
[51]
Most hydroelectric power comes from the
potential energy of dammed water driving a
water turbine and
generator; to boost the power generation capabilities of a dam, the water may be run through a large pipe called a
penstock before the
turbine. A variant on this simple model uses
pumped storage hydroelectricity to produce electricity to match periods of high and low demand, by moving water between
reservoirs
at different elevations. At times of low electrical demand, excess
generation capacity is used to pump water into the higher reservoir.
When there is higher demand, water is released
back into the lower
reservoir through a turbine. (For example see
Dinorwic Power Station.)
Hydroelectric dam in cross section.
Spillways
A
spillway is a section of a dam designed to pass water from the upstream side of a dam to the downstream side. Many spillways have
floodgates designed to control the flow through the spillway. Types of spillway include: A
service spillway or
primary spillway passes normal flow. An
auxiliary spillway releases flow in excess of the capacity of the service spillway. An
emergency spillway is designed for extreme conditions, such as a serious malfunction of the service spillway. A
fuse plug spillway
is a low embankment designed to be over topped and washed away in the
event of a large flood. The elements of a fuse plug are independent
free-standing blocks, set side by side which work without any remote
control. They allow increasing the normal pool of the dam without
compromising the security of the dam because they are designed to be
gradually evacuated for exceptional events. They work as fixed
weir at times by allowing over-flow for common floods.
The spillway can be gradually
eroded by water flow, including
cavitation or
turbulence
of the water flowing over the spillway, leading to its failure. It was
the inadequate design of the spillway which led to the 1889 over-topping
of the
South Fork Dam in
Johnstown,
Pennsylvania, resulting in the infamous
Johnstown Flood (the "great flood of 1889").
Erosion rates are often monitored, and the risk is ordinarily
minimized, by shaping the downstream face of the spillway into a curve
that minimizes turbulent flow, such as an
ogee curve