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| United States Patent Application |
20110293416
|
| Kind Code
|
A1
|
|
Rohden; Rolf
|
December 1, 2011
|
HYDROPOWER PLANT
Abstract
There is provided a hydropower plant having a flow passage in the form of
an S-pipe and having first, second and third portions. The flow passage
has a first diameter and a first center line in the first portion and a
second diameter and a second center line in the third portion. A spacing
is provided between the first and second center lines. The hydropower
plant further has turbine blades in the first portion and a generator
coupled to the turbine blades by a shaft in the third portion. The flow
passage substantially comprises steel in the region of the generator.
| Inventors: |
Rohden; Rolf; (Aurich, DE)
|
| Assignee: |
Wobben; Aloys
Aurich
DE
|
| Serial No.:
|
061933 |
| Series Code:
|
13
|
| Filed:
|
August 24, 2009 |
| PCT Filed:
|
August 24, 2009 |
| PCT NO:
|
PCT/EP09/60888 |
| 371 Date:
|
August 17, 2011 |
| Current U.S. Class: |
415/221 |
| Class at Publication: |
415/221 |
| International Class: |
F01D 25/24 20060101 F01D025/24 |
Foreign Application Data
| Date | Code | Application Number |
| Sep 3, 2008 | DE | 10 2008 045 500.8 |
Claims
1. A hydropower plant comprising a flow passage in the form of a pipe and
having first, second and third portions, wherein the flow passage has a
first diameter and a first center line in the first portion and a second
diameter and a second center line in the third portion, wherein a spacing
is provided between the first and second center lines, turbine blades in
the first portion and a generator coupled to the turbine blades by a
shaft in the third portion, wherein the flow passage substantially
comprises steel in the region of the generator in the third portion.
2. A hydropower plant as set forth in claim 1 wherein the ratio between a
length of the second portion to the spacing between the first and second
center lines is between 2 and 4.
3. A hydropower plant as set forth in claim 1 wherein the ratio between
the length and the spacing is 3.
4. A hydropower plant as set forth in claim 1 wherein a foundation for
the generator is provided in the region of a roof of the flow passage in
the third portion and is preferably in the form of a steel structure.
5. A hydropower plant as set forth in claim 4 wherein the foundation is
of such a design configuration that it can carry away the hydrodynamic
loads in the flow passage in the third portion.
6. A hydropower plant as set forth in claim 1 comprising a first and/or
second enlargement at the first and/or third portion.
Description
BACKGROUND
[0001] 1. Technical Field
[0002] The present invention concerns a hydropower plant.
[0003] 2. Description of the Related Art
[0004] Various hydropower plants are known.
[0005] An example of a known hydropower plant having an S-pipe geometry is
shown in FIG. 1. In this case a flow passage 40 can be of an S-shaped
configuration having first, second and third portions 100, 200, 300. In
this case the first and third portions 100, 300 can be substantially
straight and the first and second portions are arranged at a spacing from
each other. The second portion 200 serves to connect the first and third
portions 100, 300. The rotor with the turbine blades 10 can be provided
in the region of the first portion. The turbine blades 10 can be coupled
to a generator 30 by way of a shaft. The turbine blades 10 are driven by
the flow of water flowing through the flow passage 40 and that rotary
movement is converted into electrical energy in the generator. The
generator 30 is usually arranged on a foundation 50 of concrete.
[0006] As state of the art attention is directed to FR 2 550 826, U.S.
Pat. No. 4,319,142, U.S. Pat. No. 1,859,215 and JP 60-008474 A.
BRIEF SUMMARY
[0007] One object of the present invention is to provide a hydropower
plant having improved efficiency.
[0008] According to one embodiment, there is provided a hydropower plant
having a flow passage in the form of an S-pipe and having first, second
and third portions. The flow passage has a first diameter and a first
center line in the first portion and a second diameter and a second
center line in the third portion. A spacing is provided between the first
and second center lines. The hydropower plant further has turbine blades
in the first portion and a generator coupled to the turbine blades by a
shaft in the third portion. The flow passage substantially comprises
steel in the region of the generator.
[0009] In an aspect of the present invention the ratio between a length of
the second portion to the spacing between the first and second center
lines is between 2 and 4 and preferably 3.
[0010] In accordance with a further aspect of the present invention a
foundation for the generator is provided in the region of a roof of the
flow passage in the third portion. The roof can be for example in the
form of a steel structure.
[0011] In a further aspect of the invention the foundation is of such a
design configuration that it can carry away the hydrodynamic loads in the
flow passage in the third portion.
[0012] In a further aspect of the present invention there is provided a
first and second enlargement at the first or third portion.
[0013] The invention is based on the realization that typically only the
situation in front of and behind the rotor blades is considered. In that
respect it can happen that losses occurring in the flow passage and in
the suction intake pipe are disregarded. In particular the design
configuration of the third portion should be such that the hydrodynamic
loads occurring in the suction intake pipe are carried away. The ceiling
of the flow passage in the third portion must be of a suitable
configuration for that purpose. However the configuration of the ceiling
of the flow passage in the third portion also influences the gradient in
the suction intake pipe or in the second portion of the flow passage. The
required gradient in the second portion can be reduced by virtue of the
ceiling of the flow passage in the third portion being of an improved
configuration. That can be effected for example by using steel for
carrying away the hydrodynamic loads. It is thus possible to achieve a
lower gradient, larger radii of curvature and more advantageous flow
properties in the flow passage 40.
[0014] Further configurations of the invention are subject-matter of the
appendant claims.
BRIEF DESCRIPTION OF THE SEVERAL VIEWS OF THE DRAWINGS
[0015] Embodiments by way of example and advantages of the invention are
described in greater detail hereinafter with reference to the drawing.
[0016] FIG. 1 shows a diagrammatic view of a hydropower plant according to
the state of the art,
[0017] FIG. 2 shows a diagrammatic view of a hydropower plant according to
the a first embodiment,
[0018] FIG. 3 shows a diagrammatic plan view of a hydropower plant in
accordance with a second embodiment, and
[0019] FIG. 4 shows a diagrammatic view of a hydropower plant in
accordance with the second embodiment.
DETAILED DESCRIPTION
[0020] FIG. 2 shows a diagrammatic view of a hydropower plant in
accordance with a first embodiment. The hydropower plant has first,
second and third portions 100, 200, 300. A flow passage 40 is
substantially in the form of an S-pipe and extends through the first,
second and third portions 100, 200, 300. In the first portion 100 the
flow passage is substantially straight and has a first diameter 400 and a
first center line 410. In the third portion 300 the flow passage is also
substantially straight and has a second diameter 500 and a second center
line 510. The second portion 200 connects the first to the third portions
100, 300. The first and second center lines 410, 510 are arranged spaced
relative to each other by a first spacing 600.
[0021] In the region of the first portion 100 there is provided the rotor
having the turbine blades 10. A generator 30 is arranged on a foundation
50 in the region of the third portion 300. The rotor 10 is connected to
the generator 30 by way of a shaft 20.
[0022] Optionally a first or second enlargement 800, 900 of the flow
passage can be provided at the first and/or third portion 100, 300. The
second portion 200 can have a center line 220. The center line 220 can
have a gradient of .alpha., wherein .alpha. can be between 10.degree. and
30.degree., in particular between 18.degree. and 22.degree. and can
preferably be 21.degree..
[0023] The pressure region is provided in the first portion 100 and the
suction intake region of the flow passage is provided in the portion
downstream of the turbine 10.
[0024] In this respect the first, second and third regions 100, 200, 300
are of such a configuration that the flow does not break away from the
passage wall. The second portion 200 can be longer than in the state of
the art by virtue of the configuration of the flow passage 40 in
accordance with the first embodiment.
[0025] The roof 41 of the flow passage 40 in the third portion is of such
a configuration that it can carry the hydrodynamic loads occurring. The
roof 41 can comprise for example steel for carrying away the hydrodynamic
loads. The roof 41 or the portion of the flow passage 40 in the region
beneath the generator 30 optionally comprises steel and in particular
high-quality steel. High-quality steel is used in particular for the
surface in contact with the water. Thus the flow passage 40 can be
substantially made from concrete, wherein the region beneath the
generator 30 is provided of (high-quality) steel.
[0026] In accordance with the first embodiment the generator 30 can be
arranged on steel rails or steel bearers as the foundation 50, which can
be combined with the roof 41. The steel bearers serve to carry the
hydrodynamic loads of the flow passage.
[0027] The generator 30 can preferably be coupled without a transmission
to the shaft 20 or the rotor blades. It is possible in that way to avoid
fewer losses in the drive train and rapidly rotating components. This is
particularly advantageous because a lower level of maintenance
complication and expenditure and a lower level of use of oil-bearing
operating fluids is required. The rotor 10 can preferably be in the form
of an upstream rotor, which permits optimum afflux flow conditions. The
impeller can be in the form of a supporting structure so that a minimum
number of installation fitments is required in the drive water passage.
The design configuration of the hydropower plant and in particular that
of the flow passage 40 make it possible to avoid small deflection radii
so that there are minimum water head losses at the turbine.
[0028] FIG. 3 shows a plan view of a hydropower plant according to a
second embodiment. The hydropower plant has first, second and third
portions 100, 200, 300 with a flow passage 400. In addition turbine
blades 10 and a shaft connected thereto are provided in the flow passage
40. A generator 30 is provided on a foundation 50 outside the flow
passage 40.
[0029] FIG. 4 shows a diagrammatic view of a hydropower plant in
accordance with a second embodiment. The hydropower plant has first,
second and third portions 100, 200, 300. A flow passage 40 is
substantially in the form of an S-pipe and extends through the first,
second and third portions 100, 200, 300. In the first portion 100 the
flow passage is substantially straight and has a first diameter 400 and a
first center line 410. In the third portion 300 the flow passage is also
substantially straight and has a second diameter 500 and a second center
line 510. The second portion 200 connects the first to the third portion
100, 300. The first and second center lines 410, 510 are arranged spaced
from each other by a first spacing 600.
[0030] The rotor with the turbine blades 10 is arranged in the region of
the first portion 100. A generator 30 is arranged in the region of the
third portion 300 on a foundation 50. The rotor 10 is connected to the
generator 30 by way of a shaft 20.
[0031] Optionally a first or second enlargement 800, 900 of the flow
passage can be provided at the first and/or third portion 100, 300. The
second portion 200 can have a center line 220. The center line 220 can
have a gradient of .alpha., wherein a can be between 10.degree. and
30.degree., in particular between 18.degree. and 22.degree., and can
preferably be 21.degree..
[0032] The first and second diameters 400, 500 can be between 4 m and 6 m,
preferably between 4.50 m and 5 m and in particular can be 4.8 m. The
length 700 of the second portion 200 can be between 15 m and 21 m,
preferably 18 m. The spacing 600 between the two center lines 410, 510
can be between 4 m and 8 m, preferably being 6 m.
[0033] The ratio of the length 700 of the second portion 200 to the
spacing between the first and second center lines 410, 510 is between 2
and 4, preferably 3.
[0034] In an embodiment of the invention the ratio between the first and
second diameters 400, 500 and the length 700 of the second portion 200
can be between 0.15 and 0.35 and in particular 0.267. In a further aspect
of the invention the ratio of the first or second diameter 400, 500 to
the angle a can be between 0.2 and 0.3 and in particular 0.229.
[0035] The configuration according to the invention of the S-pipe or the
flow passage makes it possible to achieve a harmonic transition between
the first and second and between the second and third portions. That is
particularly advantageous as that makes it possible to reduce turbulence
effects in the flow passage.
* * * * *