CN102505670B - Method for densely building hydroelectric power station and hydroelectric power station capable of being densely built - Google Patents
Method for densely building hydroelectric power station and hydroelectric power station capable of being densely built Download PDFInfo
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- CN102505670B CN102505670B CN201110339190.6A CN201110339190A CN102505670B CN 102505670 B CN102505670 B CN 102505670B CN 201110339190 A CN201110339190 A CN 201110339190A CN 102505670 B CN102505670 B CN 102505670B
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- 238000000034 method Methods 0.000 title abstract description 7
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 53
- 230000005540 biological transmission Effects 0.000 claims abstract description 32
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 9
- 238000010276 construction Methods 0.000 claims description 15
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000015572 biosynthetic process Effects 0.000 claims 1
- 238000000926 separation method Methods 0.000 abstract description 7
- 238000011010 flushing procedure Methods 0.000 abstract 6
- 239000004568 cement Substances 0.000 description 7
- 230000005611 electricity Effects 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000001174 ascending effect Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001143 conditioned effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
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Abstract
The invention relates to a method for densely building hydroelectric power stations. The bottom line of a water outlet at a built or previous hydroelectric power station or a bottom line of a river bed as a starting line, the line is horizontally extended to a point at which a next section of a river channel and a flood-season water level line are intersected, and another hydroelectric power station can be built at the point. The hydroelectric power station capable of being densely built comprises water turbines, a generator set and a transmission mechanism which is connected with the water turbines and the generator set. The hydroelectric power station additionally comprises a first bypass gate, a second bypass gate, a first flushing gate, a second flushing gate, a first separation wall, a second separation wall, and a first flume and a second flume which are formed by the first separation wall and the second separation wall, wherein the first bypass gate, the second bypass gate, the first flushing gate and the second flushing gate are sequentially built at the upstream end in the inflow direction of a river, and the first separation wall and the second separation wall are built at the downstream ends of the first flushing gate and the second flushing gate. The water turbines are arranged in the first flume and the second flume. The transmission shafts of the transverse water turbines are mutually connected and then are connected with the transmission mechanism.
Description
Technical field
The present invention relates to water generating technical field, specifically refer to a kind of method of intensive construction natural flow station and do not need to block that build a dam in river and directly the hydraulic turbine is arranged on and just can be generated electricity on the water surface
can intensive constructionnatural flow station.
Background technology
The energy water of existing natural flow station utilization is all disposable, be that water is from flow out in power station, this water is just flowed through tens of or hundreds of kms to next power station again or flows directly into sea along rivers, can not block again river because of the restriction of many-sided conditioned disjunction reason therebetween and build a dam and set up natural flow station, make limited water resource cause unlimited waste.
And existing natural flow station is substantially all to select suitable place to block river on rivers to build a dam, the hydraulic turbine is arranged under the Hydropower Dam with certain height of water, utilize high drop, the high flow rate of water level to promote hydraulic turbine running generating.Consequently to take that plough in good farmland, resettlement immigrant, the large and influence ecological environment of construction cost.
Summary of the invention
The invention provides a kind of method of intensive construction natural flow station and be different from existing water generating mode
can intensive constructionnatural flow station, intensive construction natural flow station in the suitable existing waterway of condition, can make limited water resource obtain utilization fully or at double, and more can solve part plains region has river waterflow but can not build the problem of natural flow station.
For this reason, the technical scheme adopting is: a kind of method of intensive construction natural flow station, taking the delivery port bottom line at built or last seat power station place or riverbed bottom line as starting line, and extend to the two lines going cross each other point place of next section of river course and flood season current waterline along horizontal direction with this line, can build again a described natural flow station; The highest safe water bit line before next gate of hydropower station is downstream square to must not be higher than the bottom line of a upper power station delivery port or riverbed bottom line.
A kind of natural flow station, comprises the hydraulic turbine, generating set and connects both transmission mechanism; It also comprises first, second diversion gate; First, second bath gate, first, second divider wall and first, second gutter being formed by this first, second divider wall; Described first, second diversion gate and first, second bath gate are built the upstream extremity of river or inflow direction, river successively in, and described first, second divider wall is built the downstream of described first, second bath gate in; The described hydraulic turbine is located among first, second gutter, after the power transmission shaft of this horizontal each hydraulic turbine interconnects, is connected with described transmission mechanism again.
When the present invention builds natural flow station in existing waterway, utilize the drop space that does not obtain for a long time between the river course normal water flowing water bit line of utilization and flood season waterline several meters or ten several meters except flood season, use gate form, normal water flowing water bit line is increased to flood season waterline and forms after maximum drop height water stream, the hydraulic turbine is installed on the water surface its running is generated electricity.And while building power station, with the riverbed bottom line at built or last seat power station place, while extending to the joining place of flood season current waterline in next section of river course along horizontal direction, can build again a natural flow station.By this principle, the suitable part rivers section of condition can be built one or several generated energy natural flow station thousands of kilowatts to tens thousand of kilowatts or larger kilowatt according to the difference of carrying out the water yield within thousands of meters of distances, the generated energy of building power station afterwards, built power station according to the present invention is by the generated energy close to built power station, and the generated energy in adjacent power station, the front and back of intensive construction is basic identical, make limited water resource obtain utilization fully, at double, more can solve part plains region has river waterflow but can not build the problem of natural flow station.
The present invention utilizes existing waterway that the hydraulic turbine is directly installed on the water surface, and don't stops up river course, and not polluted source environment does not more need to block river and builds a dam, do not take arable land, good farmland, do not move immigrant, and cost is low; Except dry season, be not substantially subject to upland water amount size, water to rise to fall to affecting, and according to the number increase and decrease generated energy that carrys out the water yield, flood season carrys out the water yield and can be shunted by diversion gate time bigger than normal; Riverbank height before gate can appropriate be increased in part section in the time of surrounding enviroment conditions permit within certain distance, with the drop increasing electricity output of flooding.
The present invention is suitable for large, medium and small rivers the built power station that utilizes water for producing electric power.
Brief description of the drawings
Fig. 1 is the schematic side view of the present invention installation site in rivers;
Fig. 2 is that the embodiment of the present invention 1 is at fluviatic schematic layout pattern;
Fig. 3 is the structural representation of the embodiment of the present invention 1;
Fig. 4 is rivers schematic cross-section under normal circumstances;
Fig. 5 is diversion gate and the bath gate schematic cross-section of riverbank of the present invention while not increasing;
Fig. 6 is diversion gate and the bath gate schematic cross-section after increase on riverbank of the present invention;
Fig. 7 is rivers side cross-sectional schematic under normal circumstances;
Fig. 8 is the schematic side view that does not increase on riverbank of the present invention;
Fig. 9 is the schematic side view after increase on riverbank of the present invention;
Figure 10 is the structural representation of the embodiment of the present invention 2;
Figure 11 is the schematic side view of the embodiment of the present invention 2 in the time of normal operation;
Figure 12 is the schematic side view of the embodiment of the present invention 2 in the time of flood season;
Figure 13 is the steel gutter bottom plate stanchions position view of the embodiment of the present invention 2.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention and beneficial effect thereof are described in further detail.
With reference to Fig. 1, a kind of method of intensive construction natural flow station, taking the built or last seat delivery port bottom line at 20 places, power station or the riverbed bottom line 21 at site place as starting line, and extend to the joining place of the flood season current waterline 17 in next section of river course along horizontal direction with this line, can build again a described natural flow station; If when two lines going cross each other point place should not build for some reason, can continue to extend to suitable construction place along horizontal direction, when riverbank height that should construction place is on the low side, riverbank altitude line 16 appropriateness before former riverbank within required separation distance before gate can not being increased are increased to the riverbank altitude line 14 after increasing, after damming, normal water bit line 15 before not damming also increases normal water bit line 19 places after increasing to riverbank, and the horizontal waterline of the normal water bit line 19 after increase on riverbank must not be higher than the riverbed bottom line 21 under delivery port bottom line or the site in built or last seat power station 20.Otherwise, will the current of last seat power station delivery port be produced to resistance; By this principle, the part rivers section that condition is suitable can be built one or several generated energy natural flow station thousands of kilowatts to tens thousand of kilowatts or larger kilowatt within thousands of meters of distances, makes limited water resource obtain utilization fully or at double.
Embodiment 1: with reference to Fig. 1, Fig. 2, Fig. 3, Fig. 5, Fig. 8, Fig. 9, a kind of natural flow station, comprise outside the hydraulic turbine 11, hydraulic turbine power transmission shaft 9, direction-changing transmission shaft 8, speed change wheels 6, generating set 7, it also comprises first, second diversion gate 2,3, first, second gate 5,4 of washing by water, riverbank cemented platform 45, first, second cement divider wall 13,12 and first, second gutter 55,54 being formed by this first, second cement divider wall 13,12; Described first, second diversion gate 2,3 and first, second bath gate 5,4 are built the upstream extremity of river or 1 inflow direction, river successively in, the position of this first, second diversion gate 2,3 or first, second bath gate 5,4 can be located at the left or right bank in river or river 1 according to concrete landform and needs, and they are covered with whole river surface width; Described first, second cement divider wall 13,12 is built the downstream of described first, second bath gate 5,4 in; Described ice turbine 11 is located among first, second gutter 55,54, the power transmission shaft 9 of this horizontal each hydraulic turbine 11 is connected by change gear 10 direction-changing transmission shaft 8 fixing with being located at holder 28 in riverbank cemented platform 45 after connecting with transmission shaft connection plate each other again, and this direction-changing transmission shaft 8 connects with the same generating set 7 being located in riverbank cemented platform 45 by the speed change wheels 6 that are located in riverbank cemented platform 45.Thereby make the low-speed machinery that each hydraulic turbine power transmission shaft 9 produces be transmitted to speed change wheels 6 through direction-changing transmission shaft 8, speed change wheels 6 by low speed energy speed change be the required high speed of generating set 7 can after be transmitted to generating set 7.
The effect of described first, second diversion gate 2,3 is: in the time that flood season carrys out water yield excess, shunt; But when carrying out the water yield when normal, open the synchronous bath generating of described first, second bath gate 5,4, close the second gate 4 when carrying out the water yield time less than normal, make the first bath gate 5 continue bath generating, to make full use of water resource.
Embodiment 2: with reference to Fig. 1, Fig. 8, Figure 10, Figure 11, Figure 12, a kind of natural flow station, comprise the hydraulic turbine 11, hydraulic turbine power transmission shaft 9, direction-changing transmission shaft 8, speed change wheels 6, generating set 7, the first diversion gate 2, first, second, third bath gates 5,4,57, riverbank cemented platform 45, first, second, third cement divider walls 13,12,58 and first, second, third gutter 55,54,56 being formed by this first, second, third cement divider wall 13,12,58; Described the first diversion gate 2 and first, second, third bath gate 5,4,57 are built the upstream extremity of river or 1 inflow direction, river in, the position of this first diversion gate 2 or first, second, third bath gate 5,4,57 can be located at the left or right bank in river or river 1 according to concrete landform and needs, and they are covered with whole river surface width; Downstream and this first, second, third cement divider wall 13,12,58 that described first, second, third cement divider wall 13,12,58 is built described first, second, third bath gate 5,4,57 in form first, second, third gutter 55,54,56; Described water wheels unit 11 is located among described first, second, third gutter 55,54,56, the power transmission shaft 9 of this horizontal each hydraulic turbine 11 is connected by change gear 10 direction-changing transmission shaft 8 fixing with being located at holder 28 in riverbank cemented platform 45 after connecting with transmission shaft connection plate each other again, and this direction-changing transmission shaft 8 connects with the same described generating set 7 being located in riverbank cemented platform 45 by the speed change wheels 6 that are located in riverbank cemented platform 45.Make the low-speed machinery that each hydraulic turbine power transmission shaft 9 produces be transmitted to speed change wheels 6 through direction-changing transmission shaft 8, speed change wheels 6 by low speed energy speed change be the required high speed of generating set 7 can after be transmitted to generating set 7.
Embodiment 3, with reference to Figure 10, taking embodiment 2 as basis, forms splitter box 22 at the first diversion gate 2 described in embodiment 2, and the upstream of this splitter box 22, tract have respectively upper and lower navigation gate 23,24.This embodiment is suitable for being built in the big-and-middle-sized section of ship's navigation, the first diversion gate 2 of former ascending/decending is become to the upper and lower navigation gate 23,24 of building as sliding door type, the shunting of being used as to drain off floodwaters in the time of flood season, in the time that river waterflow is normal, also can be used as the current road of boats and ships.
Embodiment 4, with reference to Fig. 1, Fig. 2, Fig. 3, Fig. 5, Fig. 8, Fig. 9, Figure 11, Figure 12, Figure 13, taking embodiment 1 as basis, install the boom hoisting of a set of hydraulic turbine 11 additional, gutter base plate 33 both sides, lower surface of this boom hoisting are connected with recessed shap steel 35, this recessed shap steel 35 is stuck in bottom plate stanchions 34, the both sides on the bottom surface of first, second gutter 55,54 and in described first, second divider wall 13,12 described in this bottom plate stanchions 34 is built in; The described hydraulic turbine 11 is installed in described gutter base plate 33 tops, upper surface; And the bridge-type steelframe 36 of this boom hoisting is arranged on the upper surface of described first, second divider wall 13,12 and riverbank cemented platform 45, running block 37 is arranged on bridge-type steelframe 36 and in the time of lifting and is connected with the described hydraulic turbine 11 and gutter base plate 33.And build and have flood discharge tail gates 27 below described first, second bath gate 5,4.Close flood discharge tail gates 27 when normal and open required bath gate bath generating when carrying out the water yield, in the time carrying out the bigger than normal or flood season of the water yield, open first, second bath gate 5,4 bath generatings and 2,3 shuntings of first, second diversion gate simultaneously and drain off floodwaters, get rid of sandstone foreign material.In the time running into especially big flood season, with running block 37 sling simultaneously the hydraulic turbine 11 and gutter base plate 33 in case the hydraulic turbine 11 flooded., open the 27 safety flood discharges smoothly of flood discharge tail gates simultaneously.
Embodiment 5, with reference to Fig. 1, Fig. 8, Figure 10, Figure 11, Figure 12, Figure 13, taking embodiment 2 as basis, install the boom hoisting of a set of hydraulic turbine 11 and gutter base plate 33 additional, gutter base plate 33 both sides, lower surface of this boom hoisting are connected with recessed shap steel 35, this recessed shap steel 35 is stuck in bottom plate stanchions 34, and this bottom plate stanchions 34 is built in the both sides on the bottom surface of described first, second, third gutter 55,54,56 and in described first, second, third divider wall 13,12,58; The described hydraulic turbine 11 is installed in described gutter base plate 33 tops, upper surface; And the bridge-type steelframe 36 of this hoisting device is arranged on the upper surface of described first, second, third divider wall 13,12,58 and riverbank cemented platform 45, running block 37 is arranged on bridge-type steelframe 36 and is connected with described gutter base plate 33.And build and have flood discharge tail gates 27 below described first, second, third bath gate 5,4,57.Close flood discharge tail gates 27 when normal and open required bath gate bath generating when carrying out the water yield, in the time carrying out the bigger than normal or flood season of the water yield, open first, second, third bath gate 5,4,57 bath generatings and the first diversion gate 2 shuntings simultaneously and drain off floodwaters, get rid of sandstone foreign material.In the time running into especially big flood season, thereby with the sling hydraulic turbine 11 and hang and rise gutter base plate 33 in case the hydraulic turbine 11 is flooded of running block 37, open the 27 safety flood discharges smoothly of flood discharge tail gates simultaneously.
Embodiment 2,3,5 is suitable for building among the river course within existing river hydraulic power plant 20 certain distance afterwards.Carry out the water yield and be directed to upstream, inflow direction natural flow station, carry out the water yield stable, the excessive sandstone foreign material that substantially this power station do not worked the mischief in river water, therefore, appropriate as long as diversion gate, splitter box, bath gate and gutter are built.
Embodiment 6, referring to figs. 1 through Figure 13, when the section that above-described embodiment 1 or 2 or 3 or 4 or 5 is built does not affect under the condition of periphery farmland and farm house environment, can appropriateness increase the riverbank height within the front certain distance of gate, with the drop increasing electricity output of flooding.In accompanying drawing, 14 is the riverbank altitude line after increasing, the 15th, the normal water bit line before not damming, 16 do not increase front riverbank altitude line, 17 is the flood season flood level line before not increasing, and 18 is the normal water bit line of river after damming, and 19 is the normal water bit line of riverbank after increasing.
Claims (7)
1. the construction method of an intensive natural flow station, it is characterized in that: taking the delivery port bottom line in built or last seat power station or riverbed bottom line (21) as starting line, and extend to the joining place of the flood season current waterline (17) in next section of river course along horizontal direction with this delivery port bottom line or riverbed bottom line (21), can build again a described natural flow station; The highest safe water bit line before next gate of hydropower station bottom line or riverbed bottom line (21) that to be normal water bit line (19) after increase on riverbank must not drive in the wrong direction higher than a upper power station delivery port along horizontal direction.
2. the intensive natural flow station that the construction method of a kind of intensive natural flow station according to claim 1 is built, comprises the hydraulic turbine (11), generating set (7) and connects both transmission mechanism; It is characterized in that: it also comprises first, second diversion gate (2,3), first, second bath gate (5,4), first, second divider wall (13,12) and first, second gutter (55,54) being formed by this first, second divider wall (13,12); Described first, second diversion gate (2,3) and first, second bath gate (5,4) are built the upstream extremity of rivers (1) inflow direction successively in, and described first, second divider wall (13,12) is built the downstream of described first, second bath gate (5,4) in; The described hydraulic turbine (11) is distributed among first, second gutter (55,54), after the power transmission shaft (9) of horizontal each hydraulic turbine (11) interconnects, is connected with described transmission mechanism again.
3. the intensive natural flow station of one according to claim 2, is characterized in that: it also have the 3rd bath gate (57) and the 3rd divider wall (58) and formation the 3rd gutter (56), described the first diversion gate (2) and first, second, the 3rd bath gate (5, 4, 57) build the upstream extremity of rivers (1) inflow direction in, described first, second, the 3rd divider wall (13, 12, 58) build described first in, second, the 3rd bath gate (5, 4, 57) downstream and this first, second, the 3rd divider wall (13, 12, 58) form first, second, the 3rd gutter (55, 54, 56), the described hydraulic turbine (11) is distributed on described first, second, the 3rd gutter (55, 54, 56) among, after interconnecting, the power transmission shaft (9) of this horizontal each hydraulic turbine (11) is connected with described transmission mechanism again.
4. the intensive natural flow station of one according to claim 3, it is characterized in that: described the first diversion gate (2) forms splitter box (22), and the upstream of this splitter box (22), tract have respectively upper and lower navigation gate (23,24).
5. according to the intensive natural flow station of the one described in claim 2 or 3, it is characterized in that: described transmission mechanism comprises direction-changing transmission shaft (8) and speed change wheels (6), after the power transmission shaft (9) of described horizontal each hydraulic turbine (11) interconnects, be connected with the direction-changing transmission shaft (8) being located on haugh (45) by change gear (10) again, and this direction-changing transmission shaft (8) is connected with described generating set (7) by speed change wheels (6).
6. according to the intensive natural flow station of the one described in claim 2 or 3 or 4, it is characterized in that: it also comprises the boom hoisting of the hydraulic turbine (11), the gutter base plate (33) of this boom hoisting is fixed in bottom plate stanchions (34) by recessed shap steel (35), this bottom plate stanchions (34) is built in described first, the second gutter (55, 54) or the first, second, the 3rd gutter (55, 54, 56) on bottom surface and in described first, the second divider wall (13, 12) or the first, second, the 3rd divider wall (13, 12, 58) both sides,
The described hydraulic turbine (11) is installed in top, described gutter base plate (33) upper surface; And the bridge-type steelframe (36) of this boom hoisting is arranged on the upper surface of described first, second divider wall (13,12) and riverbank cemented platform (45) or first, second, third divider wall (13,12,58) and riverbank cemented platform (45), running block (37) is arranged on bridge-type steelframe (36) above and is connected with the described hydraulic turbine (11) and gutter base plate (33) in the time of lifting.
7. the intensive natural flow station of one according to claim 6, it is characterized in that: it also comprises flood discharge tail gates (27), these flood discharge tail gates (27) are arranged on the below of described first, second bath gate (5,4) or first, second, third bath gate (5,4,57).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201110339190.6A CN102505670B (en) | 2011-09-16 | 2011-11-01 | Method for densely building hydroelectric power station and hydroelectric power station capable of being densely built |
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201120347383 | 2011-09-16 | ||
| CN201120347383.1 | 2011-09-16 | ||
| CN201110339190.6A CN102505670B (en) | 2011-09-16 | 2011-11-01 | Method for densely building hydroelectric power station and hydroelectric power station capable of being densely built |
Publications (2)
| Publication Number | Publication Date |
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| CN102505670A CN102505670A (en) | 2012-06-20 |
| CN102505670B true CN102505670B (en) | 2014-08-27 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011204253665U Expired - Fee Related CN202323893U (en) | 2011-09-16 | 2011-11-01 | Hydroelectric power station capable of being built densely |
| CN201110339190.6A Expired - Fee Related CN102505670B (en) | 2011-09-16 | 2011-11-01 | Method for densely building hydroelectric power station and hydroelectric power station capable of being densely built |
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| Application Number | Title | Priority Date | Filing Date |
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| CN2011204253665U Expired - Fee Related CN202323893U (en) | 2011-09-16 | 2011-11-01 | Hydroelectric power station capable of being built densely |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625350A (en) * | 2018-07-09 | 2018-10-09 | 中国电建集团北京勘测设计研究院有限公司 | It is a kind of to be arranged in without the combined system according to flow control suspended load separate mode that pressure is dark to be contained |
| CN112359789B (en) * | 2020-09-17 | 2022-06-10 | 吉林松江河水力发电有限责任公司 | Construction method of simple hydroelectric power station and simple hydroelectric power station |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001073208A1 (en) * | 2000-03-30 | 2001-10-04 | Paolo Mario Tosi | Hydroelectric power plant with penstocks installed on the bed of a river |
| CN101054948A (en) * | 2007-05-21 | 2007-10-17 | 胡碎芬 | Power station of running water |
| CN101725134A (en) * | 2008-10-28 | 2010-06-09 | 路广耀 | River waterflow power station |
| CN201574871U (en) * | 2009-10-30 | 2010-09-08 | 王文君 | Non-dam hydroelectric power station |
-
2011
- 2011-11-01 CN CN2011204253665U patent/CN202323893U/en not_active Expired - Fee Related
- 2011-11-01 CN CN201110339190.6A patent/CN102505670B/en not_active Expired - Fee Related
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2001073208A1 (en) * | 2000-03-30 | 2001-10-04 | Paolo Mario Tosi | Hydroelectric power plant with penstocks installed on the bed of a river |
| CN101054948A (en) * | 2007-05-21 | 2007-10-17 | 胡碎芬 | Power station of running water |
| CN101725134A (en) * | 2008-10-28 | 2010-06-09 | 路广耀 | River waterflow power station |
| CN201574871U (en) * | 2009-10-30 | 2010-09-08 | 王文君 | Non-dam hydroelectric power station |
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| Title |
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| 刘湘涛.对低水头电站规划设计的思考.《湖南水利水电》.2007,(第3期),第14页第2节第3段. |
| 对低水头电站规划设计的思考;刘湘涛;《湖南水利水电》;20070630(第3期);第14页第2节第3段 * |
| 水位衔接问题与水电开发水位的选定;黄木顺;《小水电》;20060831(第4期);第40页第2节第1段，第41页第3节倒数第4段 * |
| 黄木顺.水位衔接问题与水电开发水位的选定.《小水电》.2006,(第4期),第40页第2节第1段，第41页第3节倒数第4段. |
Also Published As
| Publication number | Publication date |
|---|---|
| CN202323893U (en) | 2012-07-11 |
| CN102505670A (en) | 2012-06-20 |
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