Penstock
A penstock is a sluice or gate or intake structure that controls water flow, or an enclosed pipe that delivers water to hydro turbines and sewerage systems. It is a term that has been inherited from the earlier technology of mill ponds and watermills.
Hydroelectric systems and dams
Penstocks for hydroelectric installations are normally equipped with a gate system and a surge tank. Flow is regulated by turbine operation and is nil when turbines are not in service. Penstocks, particularly where utilized in polluted water systems, need to be maintained by hot water washing, manual cleaning, antifouling coatings, and desiccation.
The term is also used in irrigation dams to refer to the channels leading to and from high-pressure sluice gates.
Penstocks are also used in mine tailings dam construction. The penstock is usually situated fairly close to the center of the tailings dam and built up using penstock rings. These control the water level, letting the slimes settle out of the water. This water is then piped under the tailings dam back to the plant via a penstock pipeline.
Watermills
See: Watermill.
Similar structures
Similar structures which are not enclosed are head races or leats (non elevated), and flumes (elevated).
Hydraulics
Penstocks are commonly used in water management systems such as surface water drainage and foul water sewers. Penstocks provide a means of isolation of flows.
Landfills
Penstocks are incorporated into the surface water management systems (drainage) of many landfill sites. Attenuation lagoons are constructed in order to store storm water, limiting the discharge from the site to pre-development rate (green field rate). Penstocks are installed at the outfall from the lagoon so that in the rare event that the surface water becomes contaminated the penstock may be closed. This will have the effect of isolating the site from the watercourse, preventing contamination of the environment.
Basic Penstock Calculations
Calculation of Minimum Required Penstock Diameter Given Power
PE=mgh
P=W*T
P=ρQgh where Q=Volume/Time = Volumetric Flow Rate
Using the Bernoulli Equation:
v12/2g + P1/ρg + z1 = P2/ρg + v22/2g + z2
Assuming constant pressure and an initial velocity of zero leaves:
v22=2gΔz where Δz=h
v*A=Q
A=Q/v
A=πr^2
2r=diameter of penstock