CN206752426U - A kind of Novel flush storage station water system - Google Patents
A kind of Novel flush storage station water system Download PDFInfo
- Publication number
- CN206752426U CN206752426U CN201720429512.9U CN201720429512U CN206752426U CN 206752426 U CN206752426 U CN 206752426U CN 201720429512 U CN201720429512 U CN 201720429512U CN 206752426 U CN206752426 U CN 206752426U
- Authority
- CN
- China
- Prior art keywords
- water
- reservoir
- station
- downstream
- upper storage
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Withdrawn - After Issue
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 89
- 230000005611 electricity Effects 0.000 claims abstract description 25
- 238000011144 upstream manufacturing Methods 0.000 claims abstract description 22
- 238000005086 pumping Methods 0.000 claims abstract description 8
- 239000010813 municipal solid waste Substances 0.000 claims description 6
- 239000003651 drinking water Substances 0.000 claims 1
- 235000020188 drinking water Nutrition 0.000 claims 1
- 239000008400 supply water Substances 0.000 abstract description 3
- 239000012141 concentrate Substances 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- ZZUFCTLCJUWOSV-UHFFFAOYSA-N furosemide Chemical compound C1=C(Cl)C(S(=O)(=O)N)=CC(C(O)=O)=C1NCC1=CC=CO1 ZZUFCTLCJUWOSV-UHFFFAOYSA-N 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- 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
Landscapes
- Sewage (AREA)
- Other Liquid Machine Or Engine Such As Wave Power Use (AREA)
Abstract
The utility model belongs to hydroenergy storage station water system technical field, there is provided a kind of Novel flush storage station water system.Including upstream check dam, power station of drawing water and downstream hydroenergy storage station；Between power station of drawing water is located at upstream check dam and downstream the is drawn water storage station.The reservoir intake of upstream check dam is connected by aqueduct with downstream hydroenergy storage station, for being supplied water to upper storage reservoir A.Upper storage reservoir B above power station of drawing water, by aqueduct upper storage reservoir A is given to supply water；Upper storage reservoir B is connected by pumping conduit with suction pump simultaneously, for the water in river course under downstream to be evacuated into upper storage reservoir B.Upper storage reservoir A above the hydroenergy storage station of downstream is connected by aqueduct with downstream hydraulic turbine generating set, for generating electricity.The utility model can be flow automatically by water body to generate electricity, and does not consume electric energy, in the absence of the phenomenon of the wasting of resources, can be generated electricity with water storage timing, can play a part of peak regulation；Drawn water by small-size water pumping power station, water body can save much electricity from the small water in the localities of the discrepancy in elevation.
Description
Technical field
The utility model belongs to hydroenergy storage station water system technical field, and in particular to it is automatic that one kind does not consume electric energy
Water system and it is a kind of can be with the water system structure of using electricity wisely.
Background technology
Present hydroenergy storage station is electric power when utilizing load valley in power network, is drawn water by lower storage reservoir to upper storage reservoir
Accumulation of energy, when peak load of grid, discharge water and return to lower storage reservoir generating.Hydroenergy storage station can be unnecessary when low by network load
Electric energy, it is changed into the high value electric energy of power network peak time, but it, by theoretical calculation, draws water there is the phenomenon of the wasting of resources
Storage station often generates electricity three degree, at least needs four degree of consumption electric, if plus the loss of power transmission line, wastes 1/3 electricity in fact
Energy.Existing power station concentrates the drop of natural current to form head using building, collects the flow of natural current, will concentrate
Water can be converted to electric energy.Hydraulic structure safety problem is considered in the power station of reservoir, and the water-head for generating is certain, hair
Electricity is limited by water-head.
Utility model content
The problem of existing for prior art, the utility model provide a kind of Novel flush storage station water system.
The technical solution of the utility model is：
A kind of Novel flush storage station water system, including upstream check dam 1, power station of drawing water 8 and downstream water-storage
Power station；Between power station of drawing water 8 is located at upstream check dam 1 and downstream the is drawn water storage station.
Described upstream check dam 1 includes reservoir intake 2, the first aqueduct 3 and control valve A4.Reservoir intake
2 are located at the bottom of upstream check dam 1, and intake elevation is located at below reservoir filling position, the aqueduct 3 of reservoir intake 2 and first
Connection, the first aqueduct 3 connects upstream check dam 1 with the upper storage reservoir B of downstream hydroenergy storage station, for giving upper storage reservoir A5
Supply water.Control valve A4 is set on the first aqueduct 3；Trash rack, gate are set on reservoir intake 2, and trash rack is used to block
Reservoir deposits and rubbish are cut, gate is used to control intake to switch.
Described power station of drawing water 8 include upper storage reservoir B9 above, suction pump 11, control valve B10, pumping conduit with
Inlet channel.Upper storage reservoir B9 is connected by inlet channel with the first aqueduct 3, for being supplied water to upper storage reservoir A5, and by entering
The control valve B10 control inflows that waterpipe is provided with；Upper storage reservoir B9 is connected by pumping conduit with suction pump 11 simultaneously, is used
In the water in river course under downstream is evacuated into upper storage reservoir B9.When control valve A4 is closed, control valve B10 is opened, upper storage reservoir B9 water energy
Supplied water by aqueduct for upper storage reservoir A5.
Described downstream hydroenergy storage station includes upper storage reservoir A5 above, hydraulic turbine generating set 7, the second water-supply-pipe
Road 6.Upper storage reservoir A5 is connected by the first aqueduct 3 with upstream check dam 1, while upper storage reservoir A5 passes through the second aqueduct 6
It is connected with downstream hydraulic turbine generating set 7, for generating electricity.
The water storage level of upstream check dam 1 is highly higher than the height of upper storage reservoir A5 in the hydroenergy storage station of downstream, upper storage reservoir B9
Height be higher than downstream hydroenergy storage station upper storage reservoir A5 height；The upper storage reservoir B9 of power station of drawing water 8 in power station of drawing water 8 with going to river
The difference in height in road is difference in height of drawing water, the upper storage reservoir A5 of downstream hydroenergy storage station and the lower storage reservoir of downstream hydroenergy storage station
Difference in height for generate electricity height, generate electricity height be higher than power station of drawing water 8 difference in height of drawing water, ensure draw water needs energy be less than generate electricity
Energy.
The utility model builds water inlet 2 below river upstream checkdam 1, in river course downstream one and the river course discrepancy in elevation very mountain
Body builds hydroenergy storage station, and upper storage reservoir A5 is built on mountain top, and upper storage reservoir A5 and intake 2 pass through the first aqueduct 3 (or water conservancy project tunnel
Hole) connected with control valve A4.The water storage level of river upstream checkdam 1 is higher than upper storage reservoir elevation, opens control valve A4, closing control
Valve B10, reservoir filling can automatic transportation to upper storage reservoir A5, valve 4 is closed when storing full, being stored in upper storage reservoir A5 water can pass through
Second aqueduct 6 is generated electricity with hydraulic turbine generating set 7.It is small in the first aqueduct 3 on the way mountain top upper storage reservoir and the river course discrepancy in elevation
Place repair a small-size water pumping power station 8, upper storage reservoir B9 elevations are higher than upper storage reservoir A5 elevation in power station of drawing water 8, and suction pump 11 is by river course
Water is evacuated to upper storage reservoir B9, opens control valve B 10, upper storage reservoir B9 water storage meeting automatic transportation is to upper storage reservoir A5, using under upper storage reservoir A5 and its
The huge discrepancy in elevation of reservoir is generated electricity.
The beneficial effects of the utility model are：The discrepancy in elevation of mountain top upper storage reservoir and downstream river course is more than the height in reservoir level and river course
Difference, generated energy can be more than hydro plant with reservoir generated energy, and are only flow automatically by water body, do not consume electric energy, in the absence of the wasting of resources
Phenomenon, can with water storage timing generate electricity, peak regulation can be played a part of.Drawn water by small-size water pumping power station, water body is small from the discrepancy in elevation
Water in the localities, much electricity can be saved.
Brief description of the drawings
Fig. 1 is system diagram of the present utility model；
In figure：1 upstream check dam；2 reservoir intakes；3 first aqueducts；4 control valve A；5 upper storage reservoir A；6 second
Aqueduct；7 hydraulic turbine generating sets；8 power station of drawing water；9 upper storage reservoir B；10 control valve B；11 suction pumps.
Embodiment
To make the understanding that the technical characteristics of the utility model, purpose and effect become apparent from, accompanying drawing is now compareed to this practicality
New
Embodiment divides two parts to describe in detail.
Embodiment 1
The utility model can not consume any energy for hydroenergy storage station supply water, during control valve B 10 all the time
It is closed.Hydroenergy storage station, mountain top upper storage reservoir are built in mountain top with the larger place of the river course discrepancy in elevation at river course downstream one
A5 elevation is less than normal pool level elevation in the check dam of upstream, and intake is built in the bank side of upstream check dam part 1,
Intake elevation is equipped with gate below reservoir operation scheme, the equipment such as headstock gear.By inside massif and land
After laying the first aqueduct 3, by reservoir water automatic transportation to downstream hydroenergy storage station upper storage reservoir A5 after opening control valve A 4
In, store closing control valve A 4 after full water.When needing to generate electricity using mountain top pond and the downstream river course water level discrepancy in elevation, by the
The water delivery of two aqueduct 6 is generated electricity into hydrogenerator 7.
Embodiment 2
Control valve A 4 is closed all the time in the present embodiment, and by small discrepancy in elevation water-storage, water delivery to downstream is taken out
Generated electricity in water storage station using the big discrepancy in elevation, to reach the purpose of power saving.Certain in the water delivery way of the first aqueduct 3,
Find a mountain, the discrepancy in elevation in mountain top and river course is smaller, and small-size water pumping power station 8 is built on mountain top.The upper B9 of power station of drawing water elevation is high
In or equal to downstream hydroenergy storage station upper storage reservoir A5 elevation.The water in river course is pumped in upper storage reservoir 9 by suction pump 11, opened
Control valve B10, the water of storage can be flowed in the upper storage reservoir A5 of hydroenergy storage station, sent out using the discrepancy in elevation of upper storage reservoir A5 and lower storage reservoir
Electricity.
It should be noted that the embodiment is only the schematic diagram that the hydroenergy storage station supplies water, the diameter paving of specific pipeline
If path, length, the gradient, according to the actual conditions of specific engineering model test should be taken to determine.Described is only this practicality
New preferred embodiment, for the professional of the art, the utility model can be modified, optimized,
And combined with other way of supplying water.As long as within the principle of the utility model mode, any improvement of progress, equivalent substitution
Deng should be included within the scope of claim of the present utility model.
Claims (3)
- A kind of 1. Novel flush storage station water system, it is characterised in that described Novel flush storage station water system Including upstream check dam (1), power station of drawing water (8) and downstream hydroenergy storage station；Power station of drawing water (8) is located at upstream check dam (1) And downstream is drawn water between the storage station；Described upstream check dam (1) includes reservoir intake (2), the first aqueduct (3) and control valve A (4)；Reservoir takes The mouth of a river (2) is located at upstream check dam (1) bottom, and intake elevation is located at below reservoir filling position, reservoir intake (2) and first Aqueduct (3) connects, and the first aqueduct (3) connects upstream check dam (1) and the upper storage reservoir B of downstream hydroenergy storage station It is logical, for being supplied water to upper storage reservoir A (5)；Control valve A (4) is set on the first aqueduct (3)；Described upstream check dam (1) Water storage level highly be higher than downstream hydroenergy storage station in upper storage reservoir A (5) height；Described power station of drawing water (8) includes upper storage reservoir B (9) above, suction pump (11), control valve B (10), drinking-water pipe Road and inlet channel；Upper storage reservoir B (9) is connected by inlet channel with the first aqueduct (3), is supplied water to upper storage reservoir A (5), and The control valve B (10) being provided with by inlet channel controls inflow；Simultaneously upper storage reservoir B (9) by pumping conduit with drawing water Pump (11) is connected, and the water in river course under downstream is evacuated into upper storage reservoir B (9)；Described upper storage reservoir B (9) height is drawn water higher than downstream Storage station upper storage reservoir A (5) height；Described downstream hydroenergy storage station includes upper storage reservoir A (5) above, hydraulic turbine generating set (7), the second water-supply-pipe Road (6)；Upper storage reservoir A (5) is connected by the first aqueduct (3) with upstream check dam (1), while upper storage reservoir A (5) passes through second Aqueduct (6) is connected with downstream hydraulic turbine generating set (7), for generating electricity.
- A kind of 2. Novel flush storage station water system according to claim 1, it is characterised in that the described electricity that draws water The difference in height in lower river course is difference in height of drawing water in upper storage reservoir B (9) and the power station of drawing water (8) of (8) of standing, downstream hydroenergy storage station The difference in height of upper storage reservoir A (5) and the lower storage reservoir of downstream hydroenergy storage station is the height that generates electricity, and the height that generates electricity is higher than power station of drawing water (8) difference in height of drawing water, ensure draw water needs energy be less than generate electricity energy.
- A kind of 3. Novel flush storage station water system according to claim 1 or 2, it is characterised in that described water Trash rack, gate are set on storehouse intake (2), and trash rack is used to intercept reservoir deposits and rubbish, and gate is used to control intake Switch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720429512.9U CN206752426U (en) | 2017-04-24 | 2017-04-24 | A kind of Novel flush storage station water system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720429512.9U CN206752426U (en) | 2017-04-24 | 2017-04-24 | A kind of Novel flush storage station water system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206752426U true CN206752426U (en) | 2017-12-15 |
Family
ID=60615828
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720429512.9U Withdrawn - After Issue CN206752426U (en) | 2017-04-24 | 2017-04-24 | A kind of Novel flush storage station water system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206752426U (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930252A (en) * | 2017-04-24 | 2017-07-07 | 大连理工大学 | A kind of Novel flush storage station water system |
| CN108301956A (en) * | 2018-03-27 | 2018-07-20 | 天津大学 | It is a kind of to increase the electricity generation system that rain realizes head water power power generation using artificial orientation |
| CN110158552A (en) * | 2019-05-09 | 2019-08-23 | 华北电力大学 | The virtual hydroenergy storage station of staged |
| CN113738566A (en) * | 2021-09-14 | 2021-12-03 | 国网新源控股有限公司 | Overspeed protection and flow control method based on pumped storage power station |
| CN114962121A (en) * | 2022-05-13 | 2022-08-30 | 山东电力工程咨询院有限公司 | Coupling power generation device and method for pumped storage power station |
| CN114991095A (en) * | 2022-06-13 | 2022-09-02 | 中国电建集团成都勘测设计研究院有限公司 | Reservoir arrangement structure of pumped storage power station |
-
2017
- 2017-04-24 CN CN201720429512.9U patent/CN206752426U/en not_active Withdrawn - After Issue
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106930252A (en) * | 2017-04-24 | 2017-07-07 | 大连理工大学 | A kind of Novel flush storage station water system |
| CN106930252B (en) * | 2017-04-24 | 2019-12-17 | 大连理工大学 | novel pumped storage power station water supply system |
| CN108301956A (en) * | 2018-03-27 | 2018-07-20 | 天津大学 | It is a kind of to increase the electricity generation system that rain realizes head water power power generation using artificial orientation |
| CN110158552A (en) * | 2019-05-09 | 2019-08-23 | 华北电力大学 | The virtual hydroenergy storage station of staged |
| CN113738566A (en) * | 2021-09-14 | 2021-12-03 | 国网新源控股有限公司 | Overspeed protection and flow control method based on pumped storage power station |
| CN113738566B (en) * | 2021-09-14 | 2023-09-19 | 国网新源控股有限公司 | Over-speed protection and flow control method based on pumped storage power station |
| CN114962121A (en) * | 2022-05-13 | 2022-08-30 | 山东电力工程咨询院有限公司 | Coupling power generation device and method for pumped storage power station |
| CN114991095A (en) * | 2022-06-13 | 2022-09-02 | 中国电建集团成都勘测设计研究院有限公司 | Reservoir arrangement structure of pumped storage power station |
| CN114991095B (en) * | 2022-06-13 | 2024-02-23 | 中国电建集团成都勘测设计研究院有限公司 | Reservoir arrangement structure of pumped storage power station |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN206752426U (en) | A kind of Novel flush storage station water system | |
| CN106930252A (en) | A kind of Novel flush storage station water system | |
| CN100443667C (en) | Stepped hydraulic electrogenerating station | |
| CN203546687U (en) | Hydropower station tail water surge chamber capable of automatically adapting to changes in tail water level | |
| CN104179159B (en) | Power station bright flowing full tail water system | |
| CN204312043U (en) | The dual-purpose automatic medicine adding apparatus of a kind of well head | |
| CN204185835U (en) | Power station free pressure flow tail water discharge | |
| CN109267549A (en) | A kind of diversion tunnel structure | |
| CN209067405U (en) | Siphon type electricity generating | |
| CN103556611A (en) | Plunge pool water filling and discharging system capable of generating electricity | |
| CN113323791A (en) | Pumped storage electricity storage system for dam | |
| CN107939592A (en) | New energy hydroelectric generation tower | |
| CN203603851U (en) | Wind-solar hybrid automatic foam discharge device | |
| CN110409562B (en) | Energy-gathering water pumping device with ball valve for controlling air inflow and water pumping method | |
| CN202266361U (en) | Long tail water tube for tail water power generation | |
| CN204704060U (en) | Cumulative hydroelectric installation | |
| CN109944301A (en) | A kind of clear water reserviors absorbing well, absorption well system and application method | |
| CN206289702U (en) | A kind of fluid worm gear supercharging water-saving device for boilet | |
| CN205567081U (en) | Pumping system is removed in complementary integration of wind light storage | |
| CN205894090U (en) | Job site fire water cyclic utilization device | |
| CN209194485U (en) | A kind of diversion tunnel structure | |
| CN203036666U (en) | Oxygen supply device for ignition and stable combustion of pulverized coal power generation boiler | |
| CN208533449U (en) | A kind of device for flood retarding project decentralization ecological water | |
| CN102493529A (en) | Energy-saving type water supply method and device based on secondary tap water pressurization | |
| CN205567341U (en) | Portable pumping irrigation station 's of solar energy system of irrigating by lifting water to a higher level with a water pump, etc |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20171215 Effective date of abandoning: 20191217 |
|
| AV01 | Patent right actively abandoned |