CN108560512A - Surge-chamber with flexible sudden expansion interface and impedance,motional - Google Patents
Surge-chamber with flexible sudden expansion interface and impedance,motional Download PDFInfo
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- CN108560512A CN108560512A CN201810366017.7A CN201810366017A CN108560512A CN 108560512 A CN108560512 A CN 108560512A CN 201810366017 A CN201810366017 A CN 201810366017A CN 108560512 A CN108560512 A CN 108560512A
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- penstock
- audience
- meeting
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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
- E02B9/06—Pressure galleries or pressure conduits; Galleries specially adapted to house pressure conduits; Means specially adapted for use therewith, e.g. housings, valves, gates
-
- 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
Abstract
The present invention provides a kind of surge-chambers with flexible sudden expansion interface and impedance,motional, by penstock, disappear and has a meeting, an audience, etc. well under one's control, main chamber, gas vent, keep off winding, support, lower impeller, upper impeller, bearing, shaft, blade forms, the sectional area of having a meeting, an audience, etc. well under one's control of disappearing is 16 times of penstock sectional area, disappear and has a meeting, an audience, etc. well under one's control for example same isodiametric penstock of opposite penstock with compliant interface, high pressure water soot blower is entered to disappear by the penstock of downstream rigid interface has a meeting, an audience, etc. well under one's control, section sudden enlargement, interface becomes flexible by rigidity suddenly, 16 times of cross-section of river sudden expansion, water hammer energy is largely absorbed, it is very small that water hammer enters back into upstream penstock pressure;High pressure water-driven inferior lobe wheel, the rotation of upper impeller can equally consume energy;Lower impeller, upper impeller discharge area are only the 8% of main chamber's horizontal section area, and impeller plays hindrance function and continues energy dissipating;Disappear and have a meeting, an audience, etc. well under one's control with rupture disk effect of energy dissipation, lower impeller, upper impeller have rigid impedance structure effect again can the energy dissipating in rotary course.
Description
Technical field
The invention belongs to hydraulic engineering technical field, specifically a kind of pressure regulation with flexible sudden expansion interface and impedance,motional
Room.
Background technology
Power station water turbine set is during the Load Regulation for being switched on and shutting down, especially in the unexpected removal of load situation of accident
Under, since the fluid inertia of water-carriage system acts on, the pressure of water-carriage system pipeline will fluctuate widely therewith, water-carriage system
Pipeline is longer, and fluctuation of pressure is bigger, that is, so-called water hammer occurs;Therefore, in long water-carriage system hydroelectric station design, in order to
So that the fluctuation of pressure amplitude of pressure pipeline is met the security needs in power station, surge-chamber is usually set;Downstream surge-chamber is building
In a concora crush building that can cause water hammer wave reflection of hydropower station pressure penstock and pressure piping joint, can prevent
Water soot blower travels in pressure diversion road, the service condition for reducing the water hammer value in pressure piping, improving unit;Conventional tune
Pressure chamber has simple-type, impedance type, two chamber, differential type, air-cushion type, overflow-type etc., all has respective advantage and defect place;
" water hammer rupture disk " is position most weak at Design of Pressure Piping one, installs i.e. rupturable diaphragm after a kind of compression, when
After pressure conduit is by water hammer pressure, rupture of diaphragm aerial drainage, to limit the raising of water hammer pressure, the shortcomings that water hammer rupture disk
It is to need to re-replace after rupturing, and to consider the influence of aerial drainage;Above-mentioned various forms of surge-chamber water-level fluctuation amplitudes, decline
Deceleration, still not up to ideal effect influence the efficiency of power generation;To find out its cause, being considered when conventional surge-chamber design:Impedance hole
The smaller water-level fluctuation amplitude of open area is smaller, and the smaller water hammer pressure of Orifice area can be bigger, and designer wishes water hammer
Pressure is small, while wishing that surge-chamber water-level fluctuation amplitude is small again, is recycled for contradiction as solution always, fails to have great
It breaks through.
Invention content
In order to solve the above technical problems existing in the prior art, the present invention provides one kind having flexible sudden expansion interface
And the surge-chamber of impedance,motional, by penstock, disappear have a meeting, an audience, etc. well under one's control, main chamber, gas vent, gear winding, support, lower impeller, upper impeller, bearing,
Shaft, blade composition, the penstock, disappear have a meeting, an audience, etc. well under one's control, main chamber, gas vent connection, gear winding by concreting, fixation set
It sets in penstock and the upstream junction of having a meeting, an audience, etc. well under one's control that disappears;One end is supported to be fixedly installed with bearing, the support other end is fixed with main chamber's inner wall
Setting, shaft upper end are fixedly installed with upper impeller, and shaft lower end is fixedly installed with lower impeller;Lower impeller, upper impeller discharge area
It is the 8% of main chamber's horizontal section area.
Further, described disappear is had a meeting, an audience, etc. well under one's control 4 times of a diameter of penstock diameter, that is, the sectional area of having a meeting, an audience, etc. well under one's control of disappearing is penstock section
Long-pending 16 times;The length of having a meeting, an audience, etc. well under one's control of disappearing is 5 times of penstock diameter.
Further, 2 times of a diameter of penstock diameter in the main chamber, i.e. main chamber's sectional area are penstock sectional area
4 times.
The present invention's there is the advantageous effect of the surge-chamber of flexible sudden expansion interface and impedance,motional to be:Due to the sectional area of having a meeting, an audience, etc. well under one's control that disappears
It is 16 times of penstock sectional area, disappears for having a meeting, an audience, etc. well under one's control diameter with respect to penstock diameter, such as same isodiametric penstock has
Compliant interface, the peak pressure of high pressure water soot blower is entered to disappear by the penstock of downstream rigid interface has a meeting, an audience, etc. well under one's control, section sudden enlargement, boundary
Face becomes flexible by rigidity suddenly, and 16 times of cross-section of river sudden expansion, water hammer energy is largely absorbed, water hammer peak pressure drastically under
Drop, when water soot blower enters back into upstream penstock, pressure is very small, and 1/16 or so of only former pressure values;By disappear have a meeting, an audience, etc. well under one's control into
Enter the lower impeller of flow driving of main chamber, the rotation of upper impeller can further consume energy;Lower impeller, upper impeller discharge area are only
The 8% of main chamber's horizontal section area, impeller plays the role of impedance,motional, compared with the quiet impedance of rigidity, passes through the flow of impeller impedance,motional
It is that tunneling boring disturbs with main chamber's water body, effect of energy dissipation is more preferable in the case that flow is constant;The surge-chamber, which disappears, has a meeting, an audience, etc. well under one's control by rigid interface
Compliant interface is sported, there is rupture disk effect of energy dissipation, the impedance,motional that lower impeller, upper impeller are formed to have and surmount the quiet resistance of rigidity
The effect of resistive connection structure, you can reduce water hammer wave-amplitude, and have effect of energy dissipation;The invention has flexible sudden expansion interface and impedance,motional
Surge-chamber surge-chamber water hammer wave-amplitude can be greatly lowered and water hammer the pressure decaying speed can be speeded.
Description of the drawings
Fig. 1 is the surge-chamber arrangement schematic diagram with flexible sudden expansion interface and impedance,motional;
Fig. 2 is the surge-chamber schematic top plan view;
Fig. 3 is A-A diagrammatic cross-sections;
Fig. 4 is B-B diagrammatic cross-sections;
Fig. 5 is C-C diagrammatic cross-sections;
Fig. 6 is support and main chamber wall relation schematic diagram;
Fig. 7 is blade schematic diagram.
Specific implementation mode
The invention will be further described below in conjunction with the accompanying drawings.
As shown in figs. 1-7, the surge-chamber with flexible sudden expansion interface and impedance,motional of the invention, by penstock 1, disappears and has a meeting, an audience, etc. well under one's control
2, main chamber 3, gas vent 4, gear winding 5, support 6, lower impeller 7, upper impeller 8, bearing 9, shaft 10, blade 11 form, described
Penstock 1, disappear 2, main chamber 3, the connection of gas vent 4 of having a meeting, an audience, etc. well under one's control, which is set as downstream surge-chamber, and effect is optimal;Winding 5 is kept off by mixing
Solidifying soil pours, is fixed at penstock 1 and the 2 upstream junctions of having a meeting, an audience, etc. well under one's control that disappear, and can stop that the water hammer pressure in 2 of having a meeting, an audience, etc. well under one's control of disappearing draws to upstream
Water channel 1 converges again;6 one end are supported to be fixedly installed with bearing 9,6 other ends of support are fixedly installed with 3 inner wall of main chamber, in shaft 10
End is fixedly installed with upper impeller 8, and 10 lower end of shaft is fixedly installed with lower impeller 7;Lower impeller 7,8 discharge area of upper impeller are main chamber
The 8% of 3 horizontal section areas can be realized, inferior lobe by floor projection overlapping area between the angle and blade 11 of regulation blade 11
Wheel 7,8% that 8 discharge area of upper impeller is 3 horizontal section area of main chamber, lower impeller 7,8 discharge area of upper impeller are then penstock 1
The 32% of area of section meets《Hydraulic power plant surge-chamber design specification》It is recommended that Orifice area cannot draw less than surge-chamber bottom
The 15% of water channel area requires.
Described disappear is had a meeting, an audience, etc. well under one's control 4 times of 2 a diameter of penstock, 1 diameter, that is, disappear have a meeting, an audience, etc. well under one's control that 2 sectional areas are 1 sectional area of penstock 16
Times, it has a meeting, an audience, etc. well under one's control in 2 ranges disappearing, if constant regarding 1 diameter of penstock, disappear and have a meeting, an audience, etc. well under one's control 2 just as flexible boundary, there is rupture disk
Effect, water soot blower enter the compliant interface of 2 ranges of having a meeting, an audience, etc. well under one's control that disappears by rigid interface, and water soot blower pressure is die-offed;If existed depending on penstock 1
Disappear to have a meeting, an audience, etc. well under one's control and transmit pressure along 2 tunneling borings of having a meeting, an audience, etc. well under one's control of disappearing in 2 ranges, then 1/16 or so of the only surplus former pressure values of water soot blower pressure, water hammer
It is very small that peak pressure enters back into upstream penstock;2 length of having a meeting, an audience, etc. well under one's control of disappearing are 5 times of 1 diameter of penstock so that disappear and have a meeting, an audience, etc. well under one's control 2
There is enough water body to absorb water hammer energy, 2 does not use section sudden expansion or no sufficient length if disappearing to have a meeting, an audience, etc. well under one's control, increasing is not achieved
The effect of fast water hammer the pressure decaying speed, the surge-chamber that technology uses at present generally use connecting tube to be connected to penstock, even
Tube diameter is much smaller than penstock diameter, 102337752 B equal-diameter quasi-surge shaft for water pipe of Chinese patent CN(CN
201738377 U equal-diameter quasi-surge shaft for water pipe), connecting tube is relatively large in diameter, also only identical as penstock diameter;It is described
2 times of 3 a diameter of penstock of main chamber, 1 diameter, i.e. 3 sectional area of main chamber is 4 times of 1 sectional area of penstock.
The present invention there is the surge-chamber of flexible sudden expansion interface and impedance,motional in use, hydraulic unit in booting and
During the Load Regulation of shutdown, especially in the unexpected removal of load of accident, the water soot blower that system generates can be passed upstream
It broadcasts;Arrival disappears have a meeting, an audience, etc. well under one's control after, 16 times of cross-section of river sudden expansion, interface becomes flexible by rigidity suddenly, and water hammer energy is largely absorbed, water
Hammer peak pressure enters back into that upstream penstock is very small, and 1/16 or so of only former pressure values;Flow into main chamber is driven
Dynamic lower impeller, the rotation of upper impeller can further consume energy;Lower impeller, upper impeller discharge area are only main chamber horizontal cross-section face
Long-pending 8%, impeller play the role of impedance,motional and continue energy dissipating, compared with the quiet impedance of rigidity, not by the water flow of impeller impedance,motional
It is that tunneling boring disturbs with main chamber's water body, effect of energy dissipation is more preferable in the case of change;Lower impeller, upper impeller discharge area is small can be big
Amplitude reduction surge-chamber water hammer wave-amplitude, accelerates its rate of decay.
Claims (3)
1. a kind of surge-chamber with flexible sudden expansion interface and impedance,motional, by penstock (1), disappear have a meeting, an audience, etc. well under one's control (2), main chamber (3), exhaust
Hole(4), gear winding (5), support (6), lower impeller(7), upper impeller (8), bearing (9), shaft (10), blade(11) it forms,
It is characterized in that:The penstock (1), disappear have a meeting, an audience, etc. well under one's control (2), main chamber (3), gas vent(4) it is connected to, gear winding (5) is poured by concrete
It builds, be fixed at penstock (1) and (2) the upstream junction of having a meeting, an audience, etc. well under one's control that disappears;(6) one end is supported to be fixedly installed with bearing (9), support
(6) other end and main chamber (3) inner wall are fixedly installed, and shaft (10) upper end is fixedly installed with upper impeller (8), shaft (10) lower end with
Lower impeller (7) fixed setting;Lower impeller (7), 8% that upper impeller (8) discharge area is main chamber (3) horizontal section area.
2. the surge-chamber with flexible sudden expansion interface and impedance,motional as described in claim 1, it is characterised in that:Described disappears
It has a meeting, an audience, etc. well under one's control 4 times of (2) a diameter of penstock (1) diameter, that is, disappear have a meeting, an audience, etc. well under one's control that (2) sectional area is penstock (1) sectional area 16 times;Disappear
(2) length of having a meeting, an audience, etc. well under one's control is 5 times of penstock (1) diameter.
3. the surge-chamber with flexible sudden expansion interface and impedance,motional as described in claim 1, it is characterised in that:The master
2 times of room (3) a diameter of penstock (1) diameter, i.e. main chamber (3) sectional area are 4 times of penstock (1) sectional area.
Priority Applications (1)
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CN201810366017.7A CN108560512B (en) | 2018-04-23 | 2018-04-23 | Pressure regulating chamber with flexible sudden expansion interface and dynamic impedance |
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CN201810366017.7A CN108560512B (en) | 2018-04-23 | 2018-04-23 | Pressure regulating chamber with flexible sudden expansion interface and dynamic impedance |
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CN108560512A true CN108560512A (en) | 2018-09-21 |
CN108560512B CN108560512B (en) | 2020-05-05 |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763465A (en) * | 2019-03-12 | 2019-05-17 | 河南省水利第二工程局 | A kind of power station pressure pipeline regulator |
CN110219288A (en) * | 2019-07-12 | 2019-09-10 | 河南郑大水利科技有限公司 | A kind of double throttled surge chambers |
Citations (4)
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JP2000336635A (en) * | 1999-06-01 | 2000-12-05 | Kamita Sogo Setsubi Kk | Jet type hydraulic turbine for pressure line and power generating method using the turbine |
CN201099853Y (en) * | 2007-08-17 | 2008-08-13 | 吴昊 | Complex impedance type hydraulic power plant surge-chamber structure |
CN106121893A (en) * | 2016-07-29 | 2016-11-16 | 河海大学 | A kind of impeller system absorbing water energy |
CN106638534A (en) * | 2016-12-26 | 2017-05-10 | 水利部交通运输部国家能源局南京水利科学研究院 | Optimum design method of hydraulic ship lifter valve system with anti-vibration performance |
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2018
- 2018-04-23 CN CN201810366017.7A patent/CN108560512B/en active Active
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2000336635A (en) * | 1999-06-01 | 2000-12-05 | Kamita Sogo Setsubi Kk | Jet type hydraulic turbine for pressure line and power generating method using the turbine |
CN201099853Y (en) * | 2007-08-17 | 2008-08-13 | 吴昊 | Complex impedance type hydraulic power plant surge-chamber structure |
CN106121893A (en) * | 2016-07-29 | 2016-11-16 | 河海大学 | A kind of impeller system absorbing water energy |
CN106638534A (en) * | 2016-12-26 | 2017-05-10 | 水利部交通运输部国家能源局南京水利科学研究院 | Optimum design method of hydraulic ship lifter valve system with anti-vibration performance |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109763465A (en) * | 2019-03-12 | 2019-05-17 | 河南省水利第二工程局 | A kind of power station pressure pipeline regulator |
CN109763465B (en) * | 2019-03-12 | 2020-07-24 | 河南省水利第二工程局 | Pressure regulating device for pressure pipeline of hydropower station |
CN110219288A (en) * | 2019-07-12 | 2019-09-10 | 河南郑大水利科技有限公司 | A kind of double throttled surge chambers |
CN110219288B (en) * | 2019-07-12 | 2023-12-12 | 河南郑大水利科技有限公司 | Double-impedance type pressure regulating chamber |
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CN108560512B (en) | 2020-05-05 |
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