CN109555090A - Ecological flow for hydroenergy storage station is released facility and implementation method - Google Patents
Ecological flow for hydroenergy storage station is released facility and implementation method Download PDFInfo
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- CN109555090A CN109555090A CN201910037516.6A CN201910037516A CN109555090A CN 109555090 A CN109555090 A CN 109555090A CN 201910037516 A CN201910037516 A CN 201910037516A CN 109555090 A CN109555090 A CN 109555090A
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- 238000000034 method Methods 0.000 title claims abstract description 15
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 188
- 238000007667 floating Methods 0.000 claims abstract description 67
- 238000010276 construction Methods 0.000 claims abstract description 20
- 238000012806 monitoring device Methods 0.000 claims abstract description 13
- 238000004873 anchoring Methods 0.000 claims description 30
- 238000010079 rubber tapping Methods 0.000 claims description 27
- 230000007246 mechanism Effects 0.000 claims description 20
- 238000011144 upstream manufacturing Methods 0.000 claims description 13
- 239000000725 suspension Substances 0.000 claims description 10
- 239000010813 municipal solid waste Substances 0.000 claims description 8
- 239000013049 sediment Substances 0.000 claims description 5
- 230000009189 diving Effects 0.000 claims 1
- 238000012544 monitoring process Methods 0.000 abstract description 16
- 238000012423 maintenance Methods 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 238000007726 management method Methods 0.000 description 3
- 230000000903 blocking effect Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 238000007689 inspection Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 230000008439 repair process Effects 0.000 description 2
- 239000011435 rock Substances 0.000 description 2
- 241000251468 Actinopterygii Species 0.000 description 1
- 241001269238 Data Species 0.000 description 1
- 238000006424 Flood reaction Methods 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000003213 activating effect Effects 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 230000008859 change Effects 0.000 description 1
- 230000006837 decompression Effects 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 230000004297 night vision Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000001360 synchronised effect Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B9/00—Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
- E02B9/02—Water-ways
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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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- General Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
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- Sewage (AREA)
Abstract
The present invention provide a kind of construction land occupation save, invest it is low, face combination, forever convenient for monitoring and management, while the ecological flow for hydroenergy storage station that can better meet downstream ecology flow demand is released facility and implementation method.The facility includes permanent water inlet head, ecological flow bleeder pipe, automatic flow control valve, ecological flow monitoring device, temporarily intake head, floating water plug, and the permanent water inlet head is arranged on the slope of tunnel upper cover layer；Ecological flow bleeder pipe upper end connects the permanent water inlet head, and ecological flow bleeder pipe lower end passes through diversion tunnel；The interim water inlet head extends to ecological flow bleeder pipe lower end from tunnel cofferdam and connect with ecological flow bleeder pipe；The automatic flow control valve and ecological flow monitoring device are set to one end that ecological flow bleeder pipe passes through diversion tunnel；The permanent water inlet head of floating water plug connection.
Description
Technical field
It releases facility and implementation method the present invention relates to the ecological flow for hydroenergy storage station, is suitable for water-storage
The water environment and aquatic ecological of power station or other similar hydraulic and hydroelectric engineering protect field.
Background technique
The reservoir area of hydroenergy storage station floods, dam barrier, traffic control etc. cause dam downstream hydrologic regime to change, in turn
Certain influence will be generated on water environment and fish habitat habitat, need to take and let out ecological flow under certain facility, it is ensured that downstream water
Raw habitat is maintained.Mode that is practical, operating conveniently is taken to realize that letting out under ecological flow is problem to be solved.
Currently, the normal method let out under conventional hydropower station ecological flow, which has, is arranged ecological flow unit, setting life in dam body
State flow escape orifice is opened down by floodgate and lets out ecological flow etc., but for hydroenergy storage station, collective area often compared with
Small, the ecological flow let out under needing is also smaller, and ecological unit, excessive, the deficiency in economic performance of ecological escape orifice investment is arranged, therefore,
How to be realized by way of easy and let out under the ecological flow of hydroenergy storage station first filling phase and runtime, is to need to solve
The technical issues of.
Summary of the invention
The present invention be in order to overcome the shortcoming for letting out technical solution under conventional hydropower station ecological flow in the prior art,
There is provided a kind of construction land occupation save, invest it is low, face combination, forever convenient for monitoring and management, while downstream ecology stream can be better meet
The ecological flow for hydroenergy storage station of amount demand is released facility and implementation method.
To achieve the above object, the invention adopts the following technical scheme:
A kind of ecological flow for hydroenergy storage station of the invention is released facility, including tunnel upper cover layer, is led
Flow tunnel and tunnel cofferdam, the diversion tunnel is arranged below tunnel upper cover layer, the tunnel upper cover layer towards
Reservoir side is slope, and it further includes permanently intaking that the side on tunnel upper cover layer setting slope, which is arranged in, in the tunnel cofferdam
Head, ecological flow bleeder pipe, automatic flow control valve, ecological flow monitoring device, the head that temporarily intakes, float the dress that draws water
It sets, the permanent water inlet head is arranged on the slope of tunnel upper cover layer；The connection of ecological flow bleeder pipe upper end is described forever
Water inlet head long, ecological flow bleeder pipe lower end pass through diversion tunnel；The interim water inlet head extends to life from tunnel cofferdam
State flow bleeder pipe lower end is simultaneously connect with ecological flow bleeder pipe；The automatic flow control valve and ecological flow monitoring device are set
It is placed in one end that ecological flow bleeder pipe passes through diversion tunnel；Floating water plug be arranged in diversion tunnel and tunnel cofferdam it
Between, floating water plug connects permanent water entering section.
Automatic control flow valve, by presetting the flow value of needs, the aperture of autocontrol valve is accordingly adjusted, from
And control corresponding water yield.
Ecological flow monitoring device, outlet end configuration on-line monitoring facility can be divided into for the acquisition of practical letdown flow
Ecological flow digital monitor and ecological flow video monitoring apparatus are respectively used to letdown flow Real-time Monitoring Data and view
Frequency image transmission to power station centralized management platform and supervision department supervising platform.
Preferably, the permanent water inlet head includes the water inlet top of permanent water inlet, vertical trash rack and inverse taper
Lid, permanent water inlet are vertically arranged on the slope of tunnel upper cover layer, and vertical trash rack is arranged in permanent water inlet upper end, are erected
To rotten dirty grid top setting water inlet roof of mouth.
Preferably, the top of the permanent water inlet is higher than the maximum sediment siltation line of reservoir, lower than the stagnant water of reservoir
Position.
Preferably, Diversion Tunnel Plug is arranged in the diversion tunnel, the ecological flow bleeder pipe passes through described lead
Flow tunnel plug.
Preferably, the ecological flow bleeder pipe include slope aspect ecological flow bleeder pipe, vertical ecological flow bleeder pipe,
Release pipe plug leading portion, plug built-in pipe, ecological flow of ecological flow is released pipe plug back segment, and the slope aspect ecological flow is released
Pipe is arranged along the slope of tunnel upper cover layer, the permanent water inlet head of slope aspect ecological flow bleeder pipe upper end connection, vertical raw
The lower end of state flow bleeder pipe connection slope aspect ecological flow bleeder pipe is simultaneously vertically arranged at diversion tunnel close to tunnel cofferdam one end,
Plug built-in pipe passes through the Diversion Tunnel Plug, and ecological flow pipe plug leading portion of releasing is set to vertical ecological flow bleeder pipe
Between plug built-in pipe, ecological flow releases pipe plug back segment connection plug built-in pipe far from tunnel cofferdam one end, it is described from
Dynamic flow control valve and ecological flow monitoring device are set to ecological flow and release the end of pipe plug back segment.
Ecological flow the release main body of pipe plug back segment of pipe plug plug leading portion ecological flow of releasing utilizes leading of having dug
Stream tunnel carries out laying placement, and upstream side extends in library, and is suitably above maximum sediment siltation line, it is ensured that in longtime running mistake
It is not blocked by silt in journey, buttress is set below the bleeder pipe in diversion tunnel and is supported, ecological flow bleeder pipe is convenient for
Fixation, maintenance and replacement, for upstream inlet section by the way that slope aspect buttress is arranged in massif, slope aspect buttress passes through the insertion such as anchor pole lower section
Rock mass, it is ensured that ecological flow bleeder pipe is stablized.Diversion Tunnel Plug (a kind of water conservancy project structure blocked for diversion tunnel)
Interim sluicing interface is arranged in the release upstream side of pipe plug leading portion of the ecological flow of trip side, is used for the Diversion Tunnel Plug construction time
Between, release pipe plug leading portion, plug built-in pipe, ecological flow of ecological flow is released after pipe plug back segment had water bar part, is faced
When tapping pipe access interim sluicing interface letdown flow.
Preferably, plug built-in pipe and ecological flow are released, pipe plug back segment junction is provided with service valve and decompression
Valve.
Service valve and pressure reducing valve are arranged service valve in plug built-in pipe downstream side, are used for rear end bleeder pipe and monitor and control facility
It is closed when ad hoc inspection and repair；Pressure reducing valve is set after service valve, for reducing water outlet hydraulic pressure, mitigates the pressure-bearing degree of follow-up equipment.
Preferably, temporarily water inlet head includes cofferdam built-in pipe and interim tapping pipe, the cofferdam built-in pipe passes through tunnel
Hole cofferdam, cofferdam built-in pipe connect ecological flow bleeder pipe by interim tapping pipe.
Interim tapping pipe is connect with ecological flow bleeder pipe, during blocking for diversion tunnel (i.e. plug construction period)
Ecological flow is released.
Preferably, the floating water plug includes suspension mechanism, immersible pump, suction hose, float switch control machine
Structure, temporary storage tank and delivery hose, the temporary storage tank connect immersible pump by suction hose, and temporary storage tank arrangement is high
Degree is higher than permanent water inlet head, and delivery hose is arranged in temporary storage tank bottom, and the permanent water inlet head of delivery hose connection is faced
When water tank in float switch control mechanism is set, the float switch control mechanism is electrically connected immersible pump, and the immersible pump is set
Set suspension mechanism.
Preferably, the suspension mechanism includes that floating drum, anchoring rope, anchor disk and anchoring pulley, the immersible pump are suspended in
Floating drum bottom, anchoring pulley are set on floating drum, and anchoring rope connects anchor disk across the anchoring pulley.
Preferably, float switch control mechanism includes floating ball, ball float controlling switch and water pump cable, the floating ball suspension
In in temporary storage tank, ball float controlling switch connects floating ball, and ball float controlling switch passes through water pump cable connection immersible pump.
Certain ecological flow is persistently kept for river under dam during meeting first filling, is not yet flooded forever in reserve-water-level
When long water inlet certain altitude, floating water plug is set, the needs that draw water not only are met, but also drawing water into during water storage can be reduced
This.The device is mainly made of immersible pump, floating drum, suction hose, anchoring rope, anchoring pulley, temporary storage tank, immersible pump lifting
Below floating drum, with the irony anchor disk being quite self-possessed, bottom storehouse is put into for consolidating floating drum, anchor line passes through below vertical anchor line
After anchoring pulley, guides bank into and be fixed, so as to the maintenance and stable operation of the device；Suction hose one end connects immersible pump
Outlet, the other end are connected to temporary storage tank, are connected in temporary storage tank by floating-ball level switch and water pump cable and source side
It connects, for controlling the opening and closing of immersible pump, temporary storage tank valve, temporary storage tank is arranged in the position of temporary storage tank side on the lower
Valve is followed by delivery hose, finally accesses permanent water inlet.When project needs letdown flow larger, multiple height can be approached
Temporary storage tank be connected in series, each the bottom of storage tank remains basically stable, and floating-ball level switch setting is in the permanent water inlet of distance
The intake-outlet of a farthest temporary storage tank of mouth, position setting of each temporary storage tank by side on the lower is connected, satisfaction
The demand let out under ecological flow continues during water storage.
It releases implementation method present invention simultaneously provides a kind of ecological flow for hydroenergy storage station, the method includes
Following steps:
Step 1, carry out tunnel cofferdam construction, when construction pre-buried interim water inlet head；The construction of Diversion Tunnel Plug is carried out,
Before Diversion Tunnel Plug is built up, after water is delivered to Diversion Tunnel Plug by interim tapping pipe, and downstream river course is extended to；
Step 2, it releases after pipe plug back segment builds up in Diversion Tunnel Plug, plug built-in pipe and ecological flow, temporarily lets out
Water pipe connects plug built-in pipe, and the water of upstream released under by plug built-in pipe and ecological flow pipe plug back segment of releasing
Swim river；
Step 3, after the completion of ecological flow releases the construction of pipe plug leading portion, interim tapping pipe is connected to ecological flow bleeder pipe
Plug leading portion is released aerial drainage under pipe plug back segment by release pipe plug leading portion, plug built-in pipe and ecological flow of ecological flow
Amount；
Step 4, after Diversion Tunnel Plug construction, tunnel cofferdam demolition, power station starts first filling, during this period,
The water of reservoir area is evacuated to permanent water inlet by floating water plug, passes through ecological flow bleeder pipe bleed downstream ecological flow
Amount.
Using permanent bleeder in such a way that temporary tapping device combines, diversion tunnel seals technical solution of the present invention
During stifled, by sluicing in the pre-buried interim tapping pipe in diversion tunnel cofferdam bottom；It blocks and is completed simultaneously in diversion tunnel
During starting first filling, reservoir area water body is evacuated in permanent ecological flow bleeder pipe by floating water plug and is given birth to
State flow is released；After water storage level rises the water inlet of excessively impermanent ecological flow bleeder pipe, and letdown flow is met the requirements,
Floating water plug is stopped transport, and is realized to flow down certainly and be let out.In water storage in the early stage and power station normal course of operation, it can be supervised by ecological flow
It controls facility (facility containing digital supervision and video monitoring facility) and monitors letdown flow in real time, to meet downstream ecology water monitoring need
It wants.
Detailed description of the invention
Fig. 1 is that the ecological flow for hydroenergy storage station of the invention is released the structural schematic diagram of facility.
Fig. 2 is that the ecological flow for hydroenergy storage station of the invention is released the partial enlargement structural representation of facility.
Fig. 3 is the structural schematic diagram on permanent water inlet head of the invention.
Fig. 4 is the drawing in side sectional elevation of Diversion Tunnel Plug of the invention.
Fig. 5 is the structural schematic diagram of floating water plug of the invention.
In figure: 1 tunnel upper cover layer；101 slopes；2 diversion tunnels；201 Diversion Tunnel Plugs；3 tunnel cofferdam；4 forever
Water inlet head long；401 permanent water inlets；402 vertical trash racks；403 water inlet roof of mouth；5 ecological flow bleeder pipes；501 slope aspects
Ecological flow bleeder pipe；502 vertical ecological flow bleeder pipes；503 ecological flows are released pipe plug leading portion；504 plug built-in pipes；
505 ecological flows are released pipe plug back segment；506 slope aspect buttresses；507 lateral buttresses；6 automatic flow control valves；701 ecological flows
Digital monitor；702 ecological flow video monitoring apparatus；8 interim water inlet heads；801 cofferdam built-in pipes；802 interim sluicing
Pipe；9 service valves；10 pressure reducing valves；11 floating water plugs；1101 immersible pumps；1102 suction hoses；1103 temporary storage tanks；
1104 delivery hoses；1105 floating drums；1106 anchoring ropes；1107 anchor disks；1108 anchoring pulleys；1109 floating balls；The control of 1110 floating balls
Switch；1111 water pump cables；1112 temporary storage tank valves.
Specific embodiment
The present invention is described further with reference to the accompanying drawings and detailed description.
As shown in Figure 1 and Figure 2, a kind of ecological flow for hydroenergy storage station of the invention is released facility, including tunnel
Upper cover layer 1, diversion tunnel 2 and tunnel cofferdam 3, the diversion tunnel 2 is arranged below tunnel upper cover layer 1, described
Tunnel upper cover layer 1 is slope 101 towards reservoir side, and the setting of tunnel cofferdam 3 is arranged tiltedly in tunnel upper cover layer 1
The side on slope 101 further includes permanent water inlet head 4, ecological flow bleeder pipe 5, automatic flow control valve 6, ecological flow monitoring
Device, interim water inlet head 8, floating water plug 11, the oblique of tunnel upper cover layer 1 is arranged in the permanent water inlet head 4
On slope 101；5 upper end of ecological flow bleeder pipe connects the permanent water inlet head 4, and 5 lower end of ecological flow bleeder pipe passes through water conservancy diversion
Tunnel 2；The interim water inlet head 8 from tunnel cofferdam 3 extend to 5 lower end of ecological flow bleeder pipe and with ecological flow bleeder pipe
5 connections；The automatic flow control valve 6 and ecological flow monitoring device are set to ecological flow bleeder pipe 5 across diversion tunnel 2
One end；Floating water plug 11 is arranged in the low-lying place of landform between diversion tunnel 2 and tunnel cofferdam 3, floating water plug 11
Connect permanent water entering section 4.
As shown in figure 3, the permanent water inlet head 4 includes permanent water inlet 401, vertical trash rack 402 and inverse taper
Water inlet roof of mouth 403, permanent water inlet 401 are vertically arranged on the slope 101 of tunnel upper cover layer 1, permanent water inlet 401
Vertical trash rack 402, vertical rotten dirty grid top setting water inlet roof of mouth 403 is arranged in upper end.The top of the permanent water inlet 401
Higher than the maximum sediment siltation line of reservoir, lower than the level of dead water of reservoir.
As shown in Figure 1 and Figure 2, Diversion Tunnel Plug 201, the ecological flow bleeder pipe 5 are set in the diversion tunnel 2
Across the Diversion Tunnel Plug 201.The ecological flow bleeder pipe 5 includes slope aspect ecological flow bleeder pipe 501, vertical ecology
Release pipe plug leading portion 503, plug built-in pipe 504, ecological flow of flow bleeder pipe 502, ecological flow is released pipe plug back segment
505, the slope aspect ecological flow bleeder pipe 501 is arranged by slope aspect buttress 506 along the slope 101 of tunnel upper cover layer 1,
The permanent water inlet head 4 of 501 upper end of slope aspect ecological flow bleeder pipe connection, vertical ecological flow bleeder pipe 502 connect slope aspect ecology
The lower end of flow bleeder pipe 501 is simultaneously vertically arranged at diversion tunnel 2 close to 3 one end of tunnel cofferdam, and plug built-in pipe 504 passes through institute
State Diversion Tunnel Plug 201, ecological flow pipe plug leading portion 503 of releasing is set to vertical ecological flow bleeder pipe 502 and plug
Between built-in pipe 504, ecological flow releases the connection plug built-in pipe 504 of pipe plug back segment 505 far from 3 one end of tunnel cofferdam, institute
It states automatic flow control valve 6 and ecological flow monitoring device is set to ecological flow and releases the end of pipe plug back segment 505.Ecology
Flow releases pipe plug leading portion 503 and ecological flow is released, and pipe plug back segment 505 is all installed on water conservancy diversion tunnel by lateral buttress 507
2 bottom of hole.
5 plug plug leading portion ecological flow of ecological flow bleeder pipe release pipe plug back segment 505 main body using having dug
Diversion tunnel 2 carry out laying placement, upstream side extends in library, and is suitably above maximum sediment siltation line, it is ensured that long-term
It is not blocked by silt in operational process, buttress is set below the bleeder pipe in diversion tunnel 2 and is supported, ecological flow is convenient for
Fixation, maintenance and the replacement of bleeder pipe 5, by the way that slope aspect buttress 506 is arranged in massif, slope aspect buttress 506 passes through upstream inlet section
The insertion such as anchor pole lower section rock mass, it is ensured that ecological flow bleeder pipe 5 is stablized.(one kind is used for diversion tunnel 2 to Diversion Tunnel Plug 201
The water conservancy project structure of closure) interim sluicing interface is arranged in the release upstream side of pipe plug leading portion 503 of ecological flow of upstream side,
For 201 construction period of Diversion Tunnel Plug, ecological flow is released pipe plug leading portion 503, plug built-in pipe 504, ecological flow
After pipe plug back segment 505 of releasing had water bar part, interim tapping pipe 802 accesses interim sluicing interface letdown flow.
Plug built-in pipe 504 and ecological flow 505 junction of pipe plug back segment of releasing are provided with service valve 9 and pressure reducing valve
10。
Service valve 9 and pressure reducing valve 10 are arranged service valve 9 in 504 downstream side of plug built-in pipe, are used for rear end bleeder pipe and prison
It is closed when controlling facility ad hoc inspection and repair；Pressure reducing valve 10 is set after service valve 9, for reducing water outlet hydraulic pressure, mitigates holding for follow-up equipment
Pressure degree.
Interim water inlet head 8 includes cofferdam built-in pipe 801 and interim tapping pipe 802, and the cofferdam built-in pipe 801 passes through tunnel
Hole cofferdam 3, cofferdam built-in pipe 801 connect ecological flow bleeder pipe 5 by interim tapping pipe 802.Interim tapping pipe 802 and ecology
Flow bleeder pipe 5 connects, and the ecological flow of (i.e. plug construction period) is released during blocking for diversion tunnel 2.
As shown in figure 5, the floating water plug 11 includes suspension mechanism, immersible pump 1101, suction hose 1102, floating ball
Switching control mechanism, temporary storage tank 1103 and delivery hose 1104, the temporary storage tank 1103 pass through suction hose 1102
Immersible pump 1101 is connected, temporary storage tank arrangement height is higher than permanent water inlet head, and delivery hose is arranged in temporary storage tank bottom
1104 and temporary storage tank valve 1112, the delivery hose 1104 connects permanent water inlet head, sets in temporary storage tank 1103
1109 switching control mechanism of floating ball is set, 1109 switching control mechanism of floating ball is electrically connected immersible pump 1101, the immersible pump
1101 setting suspension mechanisms.
The suspension mechanism includes floating drum 1105, anchoring rope 1106, anchor disk 1107 and anchoring pulley 1108, the immersible pump
1101 are suspended in 1105 bottom of floating drum, and anchoring pulley 1108 is set on floating drum 1105, and anchoring rope 1106 passes through the anchoring and slides
1108 connection anchor disk 1107 of wheel.Anchoring rope 1106 can be set can fixation surface in reservoir bank etc..Anchor disk 1107 is fixed on water
Library water bottom.Float switch control mechanism includes floating ball 1109, ball float controlling switch 1110 and water pump cable 1111, described floating
Ball 1109 is suspended in temporary storage tank 1103, and ball float controlling switch 1110 connects floating ball 1109, and ball float controlling switch 1110 is logical
It crosses water pump cable 1111 and connects immersible pump 1101.
Certain ecological flow is persistently kept for river under dam during meeting first filling, is not yet flooded forever in reserve-water-level
When long 401 certain altitude of water inlet, which is set, the needs that draw water not only are met, but also the cost of drawing water during water storage can be reduced.
The device is mainly by immersible pump 1101, floating drum 1105, suction hose 1102, anchoring rope 1106, anchoring pulley 1108, interim water storage
Case 1103 forms, and it is with the irony anchor disk being quite self-possessed below vertical anchor line that immersible pump 1101, which is lifted on 1105 lower section of floating drum,
1107, it is put into bottom storehouse and guides bank into for consolidating floating drum 1105 after anchor line is by anchoring pulley 1108 and be fixed, so as to this
The maintenance and stable operation of device；1102 one end of suction hose connects immersible pump 1101 and exports, and the other end is connected to interim water storage
Case 1103, temporary storage tank 1103 is interior to be connect by ball float controlling switch 1110 with water pump cable 1111 and source side, for controlling
The opening and closing of immersible pump 1101 processed, temporary storage tank valve 1112 is arranged in the position of 1103 side of temporary storage tank on the lower, interim to store up
Cistern valve 1112 is followed by delivery hose 1104, finally accesses permanent water inlet 401.When project needs letdown flow larger,
The close temporary storage tank 1103 of multiple height can be connected in series, each the bottom of storage tank remains basically stable, and floating ball control is opened
It closes 1110 to be arranged in apart from a farthest temporary storage tank 1103 of permanent water inlet 401, each temporary storage tank 1103 passes through side
The intake-outlet of the position setting of face on the lower is connected, and meets under ecological flow during water storage continues the needs of letting out.
Automatic control flow valve, by presetting the flow value of needs, the aperture of autocontrol valve is accordingly adjusted, from
And control corresponding water yield.
Ecological flow monitoring device, outlet end configuration on-line monitoring facility can be divided into for the acquisition of practical letdown flow
Ecological flow digital monitor 701 and ecological flow video monitoring apparatus 702 are respectively used to letdown flow real-time monitoring number
The centralized management platform in power station and the supervising platform of supervision department are transmitted to according to video image.Ecological flow digital supervision dress
701 are set using equipment monitorings datas on flows such as ultrasonic flow instruments；Ecological flow video monitoring apparatus 702, which uses, has night vision function
The equipment such as 360 degree of intelligent high-speed dome video cameras of energy shoot monitor video, convenient for checking relief situation at any time.
Technical solution of the present invention using permanent bleeder in such a way that temporary tapping device combines, diversion tunnel 2
During closure, by sluicing in the pre-buried interim tapping pipe 802 in 2 cofferdam bottom of diversion tunnel；It is blocked in diversion tunnel 2
During completing and starting first filling, reservoir area water body is evacuated to by permanent ecological flow bleeder pipe by floating water plug 11
Ecological flow is carried out in 5 to release；When water storage level rises the water inlet of excessively impermanent ecological flow bleeder pipe 5, and letdown flow
After meeting the requirements, floating water plug 11 is stopped transport, and is realized to flow down certainly and be let out.It, can in water storage in the early stage and power station normal course of operation
Letdown flow is monitored in real time by ecological flow monitor and control facility (facility containing digital supervision and video monitoring facility), to meet downstream
Ecological water monitoring needs.
The embodiment of the present invention provides a kind of ecological flow for hydroenergy storage station simultaneously and releases implementation method, the side
Method the following steps are included:
Step 1, tunnel cofferdam 3 is carried out to construct, when construction pre-buried interim water inlet head 8；Carry out Diversion Tunnel Plug 201
Construction, before Diversion Tunnel Plug 201 is built up, after water is delivered to Diversion Tunnel Plug 201 by interim tapping pipe 802, and
Extend to downstream river course；
Step 2, it is built up in Diversion Tunnel Plug 201, plug built-in pipe 504 and ecological flow pipe plug back segment 505 of releasing
Afterwards, interim tapping pipe 802 connects plug built-in pipe 504, is released pipe plug back segment by plug built-in pipe 504 and ecological flow
505 release the water of upstream to downstream river course；
Step 3, after the completion of ecological flow releases the construction of pipe plug leading portion 503, interim tapping pipe 802 is connected to ecological flow
It releases pipe plug leading portion 503, is released pipe plug leading portion 503, plug built-in pipe 504 and ecological flow bleeder pipe by ecological flow
505 letdown flow of plug back segment；
Step 4, after Diversion Tunnel Plug 201 is constructed, tunnel cofferdam 3 is removed, and power station starts first filling, in this phase
Between, the water of reservoir area is evacuated to by permanent water inlet 401 by floating water plug 11, is downstream let out by ecological flow bleeder pipe 5
Put ecological flow.
When tunnel cofferdam 3 is constructed, first cofferdam built-in pipe 801 is embedded under tunnel cofferdam 3 when tunnel cofferdam 3 is constructed
Side, downstream flanks interim tapping pipe 802.Ecological flow of the interim water inlet head 8 for during 2 plugging construction of diversion tunnel is let out
It puts, when Diversion Tunnel Plug 201 is constructed, the water of upstream is connected to by diversion tunnel 2 by interim tapping pipe 802, in water conservancy diversion
Before tunnel plug 201 is built up, after water is delivered to Diversion Tunnel Plug 201 by interim tapping pipe 802, and downstream river is extended to
Road.
It releases after pipe plug back segment 505 builds up, passes through in Diversion Tunnel Plug 201, plug built-in pipe 504 and ecological flow
Plug built-in pipe 504 and ecological flow pipe plug back segment 505 of releasing release the water of upstream to downstream river course.
After the completion of ecological flow releases the construction of pipe plug leading portion 503, interim tapping pipe 802 is connected to ecological flow bleeder pipe
Plug leading portion 503 is released after pipe plug by release pipe plug leading portion 503, plug built-in pipe 504 and ecological flow of ecological flow
505 letdown flows of section.
After Diversion Tunnel Plug 201 is constructed, tunnel cofferdam 3 is removed, and power station starts first filling, during this period, is led to
It crosses floating water plug 11 and the water of reservoir area is evacuated to permanent water inlet 401, pass through ecological flow bleeder pipe 5 bleed downstream ecology
Flow.
When tunnel cofferdam 3 is removed, the interim head 8 that intakes is also synchronous to be removed, interim tapping pipe 802 and ecological flow bleeder pipe
The former interface of plug leading portion 503 is blocked using steel plug, is avoided in the dismounting of tunnel cofferdam 3 and reservoir operational process by mud
Sand is blocked, and influences to let out under ecological flow.
Floating water plug drops while water level lifting in upstream diversion tunnel cofferdam demolition and use when starting water storage
Low pumping head reduces power consumption.When enabling the device, vertical anchoring rope 1106 and anchor disk 1107 need to be put into reservoir bottom
Portion, makes anchor disk 1107 be always positioned at reservoir bottom, and anchoring rope 1106 is guided bank by the other end after anchoring pulley 1108, is used for
Fix the device.When water level rises, floating drum 1105 and the anchoring pulley 1108 being installed on floating drum 1105, immersible pump 1101 etc.
It can be gradually increasing with water level, and the anchored end gradually to bank is close, pull anchoring rope 1106 in due course, make anchor disk 1107
Be detached from bottom storehouse, be sunken to bottom storehouse again after it is apart from bank suitable distance for anchoring floating drum 1105, until water storage to permanently into
The mouth of a river above 0.5m of 401 elevation or so.Immersible pump 1101 starts after tunnel cofferdam 3 is removed, and water is evacuated to temporary storage tank
1103,1103 bottom level of temporary storage tank is higher than permanent 401 absolute altitude 0.5m of water inlet or so, and when normal use opens interim storage
Cistern valve 1112, and (floating water plug wouldn't be installed and vertically be blocked before deactivating by delivery hose 1104 and permanent water inlet 401
Dirty grid 402 and water inlet roof of mouth 403) sealing is kept, set the floating ball 1109 and matched floating ball in temporary storage tank 1103
Liquid-level switch 1110, when the water level in temporary storage tank 1103 is reduced to 30cm or so, setting floating-ball level switch 1110 is closed
It closes, is drawn water by water pump cable 1111 for electrically activating immersible pump 1101, library water is evacuated to by temporary storage tank by suction hose 31
1103, and when drawing water to away from 1103 peak level of temporary storage tank (no more than the elevation of the end nozzle of suction hose 1102, one
As for away from top about 20cm), setting floating-ball level switch 28 disconnects, and immersible pump 1101 stops pumping, and letdown flow is by ecological flow
The automatic flow control valve 6 of amount 5 end of bleeder pipe is controlled, and by 701 ecological flow digital monitors；702 ecological flows
Amount video monitoring apparatus is monitored.In water storage to the above 0.5m of permanent water inlet or so, delivery hose 1104 and permanent water inlet
Mouth 401 disconnects, and the letdown flow of permanent water inlet 401 comes from reservoir area water body, while installing vertical trash rack 402 and water inlet top
Lid 403 removes floating water plug 11.
Claims (10)
- The facility 1. a kind of ecological flow for hydroenergy storage station is released, including tunnel upper cover layer (1), diversion tunnel (2) it is arranged below tunnel upper cover layer (1) with tunnel cofferdam (3), the diversion tunnel (2), the tunnel top covering Layer (1) is slope (101) towards reservoir side, and slope is arranged in tunnel upper cover layer (1) in tunnel cofferdam (3) setting (101) side, characterized in that further include permanent water inlet head (4), ecological flow bleeder pipe (5), automatic flow control valve (6), ecological flow monitoring device, temporarily water inlet head (8), floating water plug (11), permanent water inlet head (4) setting On the slope (101) of tunnel upper cover layer (1)；Ecological flow bleeder pipe (5) upper end connects the permanent water inlet head (4), ecological flow bleeder pipe (5) lower end passes through diversion tunnel (2)；The interim water inlet head (8) extends from tunnel cofferdam (3) It is connect to ecological flow bleeder pipe (5) lower end and with ecological flow bleeder pipe (5)；The automatic flow control valve (6) and ecology Flow-monitoring device is set to one end that ecological flow bleeder pipe (5) pass through diversion tunnel (2)；Floating water plug (11) arrangement Between diversion tunnel (2) and tunnel cofferdam (3), permanent water inlet head (4) of floating water plug (11) connection.
- The facility 2. ecological flow according to claim 1 for hydroenergy storage station is released, characterized in that described permanent Water inlet head (4) includes the water inlet roof of mouth (403) of permanent water inlet (401), vertical trash rack (402) and inverse taper, permanently Water inlet (401) is vertically arranged on the slope (101) of tunnel upper cover layer (1), and permanent water inlet (401) upper end setting is perpendicular To trash rack (402), vertical rotten dirty grid top setting water inlet roof of mouth (403).
- The facility 3. ecological flow according to claim 1 for hydroenergy storage station is released, characterized in that described permanent The top of water inlet (401) is higher than the maximum sediment siltation line of reservoir, lower than the level of dead water of reservoir.
- The facility 4. ecological flow according to claim 1 for hydroenergy storage station is released, characterized in that the water conservancy diversion Diversion Tunnel Plug (201) are set in tunnel (2), the ecological flow bleeder pipe (5) passes through the Diversion Tunnel Plug (201)。
- The facility 5. ecological flow according to claim 4 for hydroenergy storage station is released, characterized in that the ecology Flow bleeder pipe (5) includes that slope aspect ecological flow bleeder pipe (501), vertical ecological flow bleeder pipe (502), ecological flow are released Pipe plug leading portion (503), plug built-in pipe (504), ecological flow are released pipe plug back segment (505), the slope aspect ecological flow Bleeder pipe (501) is arranged along the slope (101) of tunnel upper cover layer (1), and slope aspect ecological flow bleeder pipe (501) upper end connects Permanent water inlet head (4) is connect, the lower end of vertical ecological flow bleeder pipe (502) connection slope aspect ecological flow bleeder pipe (501) is simultaneously Diversion tunnel (2) are vertically arranged at close to tunnel cofferdam (3) one end, plug built-in pipe (504) passes through the Diversion Tunnel Plug (201), ecological flow pipe plug leading portion (503) of releasing is set to vertical ecological flow bleeder pipe (502) and plug built-in pipe (504) between, ecological flow releases pipe plug back segment (505) connection plug built-in pipe (504) far from tunnel cofferdam (3) one end, The automatic flow control valve (6) and ecological flow monitoring device are set to ecological flow and release the ends of pipe plug back segment (505) End.
- The facility 6. ecological flow according to claim 5 for hydroenergy storage station is released, characterized in that plug is pre-buried Pipe (504) and ecological flow pipe plug back segment (505) junction of releasing are provided with service valve (9) and pressure reducing valve (10).
- The facility 7. ecological flow according to claim 1 for hydroenergy storage station is released, characterized in that interim water inlet Head (8) includes cofferdam built-in pipe (801) and interim tapping pipe (802), and the cofferdam built-in pipe (801) passes through tunnel cofferdam (3), cofferdam built-in pipe (801) passes through interim tapping pipe (802) connection ecological flow bleeder pipe (5).
- The facility 8. ecological flow according to claim 1 for hydroenergy storage station is released, characterized in that the floating Water plug (11) include suspension mechanism, immersible pump (1101), suction hose (1102), floating ball (1109) switching control mechanism, Temporary storage tank (1103) and delivery hose (1104), the temporary storage tank (1103) are latent by suction hose (1102) connection Water pump (1101), temporary storage tank (1103) arrangement height are higher than permanent water inlet head (4), and temporary storage tank (1103) bottom is set It sets delivery hose (1104), permanent water inlet head (4) of delivery hose (1104) connection, setting in temporary storage tank (1103) Floating ball (1109) switching control mechanism, floating ball (1109) switching control mechanism are electrically connected immersible pump (1101), the diving It pumps (1101) and suspension mechanism is set.
- The facility 9. ecological flow according to claim 8 for hydroenergy storage station is released, characterized in that the suspension Mechanism includes floating drum (1105), anchoring rope (1106), anchor disk (1107) and anchoring pulley (1108), and the immersible pump (1101) is outstanding It is placed in floating drum (1105) bottom, anchoring pulley (1108) is set on floating drum (1105), and anchoring rope (1106) passes through the anchoring Pulley (1108) connects anchor disk (1107)；Floating ball (1109) switching control mechanism includes floating ball (1109), ball float controlling switch (1110) it is suspended in temporary storage tank (1103) with water pump cable (1111), the floating ball (1109), ball float controlling switch (1110) floating ball (1109) are connected, ball float controlling switch (1110) passes through water pump cable (1111) connection immersible pump (1101).
- The implementation method 10. a kind of ecological flow for hydroenergy storage station is released, characterized in that the method includes following steps It is rapid:Step 1, carry out tunnel cofferdam (3) construction, when construction pre-buried interim water inlet head (8)；It carries out Diversion Tunnel Plug (201) Construction water is delivered to by Diversion Tunnel Plug by interim tapping pipe (802) before Diversion Tunnel Plug (201) is built up (201) after, and downstream river course is extended to；Step 2, it releases after pipe plug back segment 505 builds up, faces in Diversion Tunnel Plug 201, plug built-in pipe 504 and ecological flow When tapping pipe (802) connect plug built-in pipe 504, by plug built-in pipe 504 and ecological flow release pipe plug back segment 505 will The water of upstream is released to downstream river course；Step 3, after the completion of ecological flow releases the construction of pipe plug leading portion 503, interim tapping pipe 802 is connected to ecological flow and releases Pipe plug leading portion 503 is released pipe plug by release pipe plug leading portion 503, plug built-in pipe 504 and ecological flow of ecological flow 505 letdown flow of back segment；Step 4, after Diversion Tunnel Plug 201 is constructed, tunnel cofferdam 3 is removed, and power station starts first filling, during this period, The water of reservoir area is evacuated to permanent water inlet 401 by floating water plug 11, it is raw by 5 bleed downstream of ecological flow bleeder pipe State flow.
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| CN201910037516.6A CN109555090B (en) | 2019-01-15 | 2019-01-15 | Ecological flow discharge facility for pumped storage power station and implementation method |
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| CN109555090B (en) | 2024-04-09 |
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