Hydro power machine is the designation used for a machine that directly convert the
hydraulic power in a water fall to mechanical power on the machine
shaft. This power conversion involves losses that arise partly in the
machine itself and partly in the water conduits to and from the machine.
The
discharge operating a water turbine, is conveyed from a river or a
water course through an intake and a conduit to the turbine. From the
turbine the discharge is conducted through a so-called tailrase canal
to a downstream river course. A brief review of the main details in a hydro power plant is given in the following sections.
Fig. 1 shows schematically an example of a plant arrangement with indication of the localization of the details to be mentioned.
Fig.1 shows in principle the water conduits of a traditional Norwegian power plant with a high head Francis turbine.
Downstream from the upstream reservoir the coarse trash rack, intake
gate, head race tunnel, surge shaft, sand trap, fine trash rack, pen-stock isolating valve with air valve, pressure shaft, spherical
valve, turbine, draft tube, draft tube gate, outlet surge shaft and tale
race tunnel.
Water intake
The water intake is normally
constructed in connection with an accumulation dam (1) Fig.1, in the
river course. The shallow water intake is equipped with a coarse trash
rack (3) which prevents trees, branches, debris and stones from entering
the conduit system to the turbine. An intake gate (2) is arranged to
shut off the water delivery when the conduit system has to be emptied.
In addition a small gate (4) may be arranged for drainage of the leakage
through the main gate.
A
deep water intake takes the water directly from the reservoir. It has
no trash rack. There is a sump below the intake. Its main function is to
collect blasting stones from the piercing of the the head race tunnel
into the reservoir. It also traps stones sliding into the reservoir
close to the intake. Deep water intakes allows for very strong
regulation of the reservoirs. An intake gate is installed with the same
function as described for the shallow water intake.
Conduit system
From
the water intake to the turbine it is a conduit system constructed as
open canal, tunnel, penstock or pressure shaft or a combination of
these. Open canals are usually digged in the ground, blasted in rock or
built up as a chute of wood or concrete.
In high head power plants
it is normally a so-called head race tunnel between the water intake
and the pressure shaft. It may either be drilled and blasted or bored
with a tunnel boring machine (TBM). The latter method leaves a much
smoother wall surface than the first one, and consequently the head loss
is significantly smaller for the same cross section. At the end of the
head race tunnel there is a sand trap. Beside the sump in the tunnel
floor the cross section of the tunnel is gradually increased to reduce
the water velocity and allow for a better sedimentation of suspended
particles.
At the downstream end of the head race tunnel there is
also a surge chamber system. The function of the surge chamber is
briefly to reduce water hammer pressure variations and keep the mass
oscillations, caused by load changes, within acceptable limits and
decrease the oscillations to stable operation as soon as possible. At
the end of long head race tunnels it is also normally istalled a gate.
This makes it possible to empty the pressure shaft and penstock upstream
of the turbine, for inspection and maintenance without emptying the
head race tunnel. Before the water enters the pressure shaft it passes a
fine trash rack. It is the last protection of the valve and the turbine
against floating debris or smaller stones if the sand trap is full or
omitted.
The pressure shaft may either be lined or unlined. Where
the rock is of sufficiently high quality the shafts are normally
unlined. The excavation of the rock masses may be done either by
drilling and blasting or by boring with TBM-machines. Shafts in lower
quality rock is being lined either by concrete or by steel plate lining
embedded in concrete. Lining of the shafts reduces the losses but
increases the costs.
A steel penstock connects the shaft with the
valve in the machine hall. Inside the rock the penstock is embedded in a
concrete plug. Penstocks are normally welded pipe constructions of
steel plates. A flange connects the penstock with the valve. Penstocks
above ground are mounted on foundation concrete blocks where the
penstock may slide according to thermal expansion. In certain positions
the penstocks are fixed in reinforced concrete anchoring blocks (8) on
Fig. 1. Between these anchoring blocks the penstocks are equipped with
expansion stuffing boxes (7) in Fig. 1.
At the upstream end of a
penstock an automatic isolating valve is normally installed. This valve
closes automatically if a pipe rupture should occur.
Turbine
The main parts of the turbine, with reference to Fig. 1, are:
- The guide vane cascade, usually adjustable, gives the water flow the velocity and the direction required for the inlet to
- The runner where the hydraulic power is transferred to mechanical power on
- The turbine shaft (9) to which the runner is fixed. The turbine shaft is guided in a
- Radial bearing and an
- Axial bearing that is loaded with the axial force from the runner, caused by the water pressure and impulses from the flow, and the weight of the rotating parts.
- The scroll case (10) conducts the water flow to the guide vane cascade.
- The draft tube (11) conducts the water flow from the turbine outlet into the tale race canal.
Closing valve
Upstream
of the turbine a closing device (12) on Fig. 1, is installed. Depending
on water head and capasity it may be a gate, butterfly valve, gate
valve or a spherical valve. By submerged turbines a closing device,
normally a gate, is installed also at the outlet from the draft tube.
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