CN107366266A - Water hammer pressure structure is prevented for the long diversion system of middle low water head - Google Patents

Water hammer pressure structure is prevented for the long diversion system of middle low water head Download PDF

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Publication number
CN107366266A
CN107366266A CN201710817447.1A CN201710817447A CN107366266A CN 107366266 A CN107366266 A CN 107366266A CN 201710817447 A CN201710817447 A CN 201710817447A CN 107366266 A CN107366266 A CN 107366266A
Authority
CN
China
Prior art keywords
water
turbine set
long
middle low
hammer pressure
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.)
Pending
Application number
CN201710817447.1A
Other languages
Chinese (zh)
Inventor
王立成
马妹英
王彩艳
薛玮翔
邵晔
孙亮科
张立洪
牛松涛
左文涛
李春玲
刘武军
苗倩
莘龙
蒋伟
赵志才
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Water Resources Beifang Investigation Design and Research Co Ltd
Original Assignee
China Water Resources Beifang Investigation Design and Research Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Water Resources Beifang Investigation Design and Research Co Ltd filed Critical China Water Resources Beifang Investigation Design and Research Co Ltd
Priority to CN201710817447.1A priority Critical patent/CN107366266A/en
Publication of CN107366266A publication Critical patent/CN107366266A/en
Pending legal-status Critical Current

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Classifications

    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02BHYDRAULIC ENGINEERING
    • E02B9/00Water-power plants; Layout, construction or equipment, methods of, or apparatus for, making same
    • E02B9/02Water-ways
    • E02B9/06Pressure galleries or pressure conduits; Galleries specially adapted to house pressure conduits; Means specially adapted for use therewith, e.g. housings, valves, gates
    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02EREDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
    • Y02E10/00Energy generation through renewable energy sources
    • Y02E10/20Hydro energy

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  • Engineering & Computer Science (AREA)
  • General Engineering & Computer Science (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Details Of Valves (AREA)
  • Pipe Accessories (AREA)

Abstract

The invention discloses a kind of water hammer pressure structure is prevented for the long diversion system of middle low water head, including water supplying chamber and synchronous discharging valve, water supplying chamber is arranged between long tunnel end and water turbine set, it is connected with the discharging valve of water turbine set reverser by water inlet pipe with water turbine set water inlet, is connected by adjutage with the tail water steel pipe of water turbine set.The present invention prevents destruction structure of the long diversion system water hammer pressure of middle low water head to building, instead of tradition and sets the modes such as surge-chamber.Implementation cost is low, and engineering construction progress is fast, simple to operate, and safety is guaranteed, and the later stage, which is changed, safeguards the advantages that simple.

Description

Water hammer pressure structure is prevented for the long diversion system of middle low water head
Technical field
The present invention relates to a kind of structure of water hammer-resistant pressure, especially a kind of waterproof for the long diversion system of middle low water head Hammer the structure of pressure into shape.
Background technology
The development of water conservancy and hydropower cause is all extremely paid attention in countries in the world now, because water conservancy and hydropower cause is not only to be related to The major issue of national economy and the people's livelihood, it can also be played in economic depression and pull the effect such as industry, so as to promote the development of social economy.
Tunnel is an important process system in Hydraulic and Hydro-Power Engineering, significant to engineering water conservancy diversion and diversion. Water hammer pressure refer to pipe-line system due to streamflow regime (flow velocity) suddenly change caused instantaneous pressure, in pressure tunnel, As valve turns off or on suddenly, water pump assembly parking etc. suddenly so that the flow velocity suddenly change of water, tradition solve to reduce water hammer The harm method of pressure is to build surge-chamber, and power station upstream surge-chamber is used in pressure diversion mode, and main function is to reduce The water hammer pressure in pressure diversion road (pressure tunnel or pressure pipe), prevents its destruction.Downstream surge-chamber (down stream surge-chamber) prevents Destruction of the larger negative pressure to the hydraulic turbine and tail water building.
But because the change of the conditions such as geology, the construction of surge-chamber often cause difficulty to construction, influence project progress, Cost is high, long in time limit.Therefore, how on the premise of engineering safety is ensured, using a kind of effective solution the long diversion tunnel water The method for hammering pressure into shape, turns into urgent problem.
The content of the invention
The technical problem to be solved by the invention is to provide a kind of water hammer pressure is prevented for the long diversion system of middle low water head Power structure, it is easy to construct, it is easy to operate, accelerate speed of application, be easy to later maintenance, change, use cost is low.
In order to solve the above problems, the technical solution adopted in the present invention is:One kind is used for the long diversion system of middle low water head Prevent water hammer pressure structure, including water supplying chamber and discharging valve, water supplying chamber is arranged between long tunnel end and water turbine set, with The synchronous discharging valve of water turbine set reverser is connected by water inlet pipe with water turbine set water inlet, passes through adjutage and water wheels The tail water steel pipe of unit is connected.
The water supplying chamber is arranged on long tunnel horizontal end, positioned at the starting of the penstock to water turbine set diversion End.
The water supplying chamber is gateway opening shape or shape of a hoof reinforced concrete structure.
Beneficial effects of the present invention:Avoid the long diversion system of water hammer pressure centering low water head to destroy, instead of tradition and set Put the modes such as the surge-chamber that cost is high, difficulty of construction is big.Expense is low, and engineering construction progress is fast, simple to operate, and safety is guaranteed, Later stage, which is changed, safeguards the advantages that simple.
Brief description of the drawings
Fig. 1 is the structural representation for preventing water hammer pressure structure that the present invention is used for the long diversion system of middle low water head.
Embodiment
The present invention is described in further detail with reference to the accompanying drawings and detailed description:
As shown in figure 1, the present invention's prevents water hammer pressure structure, including water supplying chamber for the long diversion system of middle low water head 2 and synchronous discharging valve 4, water supplying chamber 2 be arranged between the long end of tunnel 1 and water turbine set 3, with the reverser of water turbine set 3 Synchronous discharging valve 4 is connected by water inlet pipe 5 with the water inlet of water turbine set 3, passes through adjutage 6 and the tail water steel pipe of water turbine set 7 are connected, and during 3 removal of load of water turbine set, water turbine set 3 progressively closes off, and synchronous discharging valve 4 gradually automatically opens up, and makes in tunnel 1 Water tail water steel pipe 7 is discharged into by water inlet pipe 5 and adjutage 6, when water turbine set 3 increases load, by the moisturizing of water supplying chamber 2.
Specifically, the water supplying chamber 2 is arranged on the long horizontal end of tunnel 1, positioned at the pressure to the diversion of water turbine set 3 The initiating terminal of steel pipe 7.
The structure type of water supplying chamber 2 can be according to condition settings such as specific geology into door opening shape or shape of a hoof armored concrete Structure, its volume can determine according to room volume under surge-chamber.
Water supplying chamber 2 is set in long tunnel 1, synchronous discharging valve 4, the synchronous both sides of discharging valve 4 are installed in the side of water turbine set 3 Water inlet pipe 5 and adjutage 6 are installed, connected respectively with long tunnel 1 and tail water steel pipe 7.During 3 removal of load of water turbine set, water turbine set 3 Progressively close off, synchronous discharging valve 4, which is gradually opened, to discharge water so that the water in long tunnel 1 is discharged into tail by water inlet pipe 5 and adjutage 6 Water steel pipe 7, surge pressure is greatly reduced or is dissipated, or even be decreased to zero.When increasing load, water turbine set 3 is gradually opened, synchronous Discharging valve 4 is closed by the moisturizing of water supplying chamber 2.The destruction of the long diversion system of water hammer pressure centering low water head is avoided, instead of tradition Using setting surge-chamber come by the way of reducing water hammer pressure.
The above embodiments are merely to illustrate the technological thought and feature of the present invention, and its object is to make skill in the art Art personnel it will be appreciated that present disclosure and implement according to this, it is impossible to the scope of the claims of the present invention is only limited with the present embodiment, The equal change or modification that i.e. all disclosed spirit is made, still fall in the scope of the claims of the present invention.

Claims (3)

1. a kind of prevent water hammer pressure structure for the long diversion system of middle low water head, it is characterised in that including water supplying chamber (2) and Synchronous discharging valve (4), water supplying chamber (2) are arranged between long tunnel (1) end and water turbine set (3), reverse with water turbine set (3) The synchronous discharging valve (4) of switch is connected by water inlet pipe (5) with water turbine set (3) water inlet, passes through adjutage (6) and water wheels The tail water steel pipe (7) of unit is connected.
2. prevent water hammer pressure structure for the long diversion system of middle low water head according to claim 1, it is characterised in that institute State water supplying chamber (2) to be arranged on long tunnel (1) horizontal end, positioned at the starting of the penstock (7) to water turbine set (3) diversion End.
3. prevent water hammer pressure structure for the long diversion system of middle low water head according to claim 1, it is characterised in that institute It is gateway opening shape or shape of a hoof reinforced concrete structure to state water supplying chamber (2).
CN201710817447.1A 2017-09-12 2017-09-12 Water hammer pressure structure is prevented for the long diversion system of middle low water head Pending CN107366266A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201710817447.1A CN107366266A (en) 2017-09-12 2017-09-12 Water hammer pressure structure is prevented for the long diversion system of middle low water head

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201710817447.1A CN107366266A (en) 2017-09-12 2017-09-12 Water hammer pressure structure is prevented for the long diversion system of middle low water head

Publications (1)

Publication Number Publication Date
CN107366266A true CN107366266A (en) 2017-11-21

Family

ID=60302573

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201710817447.1A Pending CN107366266A (en) 2017-09-12 2017-09-12 Water hammer pressure structure is prevented for the long diversion system of middle low water head

Country Status (1)

Country Link
CN (1) CN107366266A (en)

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU515497A1 (en) * 1974-02-04 1976-05-30 Украинский Научно-Исследовательский Институт Гидротехники И Мелиорации Device for controlling soil moisture during subsurface irrigation
CN102878002A (en) * 2012-10-10 2013-01-16 中国水电顾问集团西北勘测设计研究院 Method for preventing surge pressure of water turbine water diversion system from rising
CN205742110U (en) * 2016-05-18 2016-11-30 中国电建集团华东勘测设计研究院有限公司 A kind of arrangement improving long diversion system power station unit operational flexibility
CN207211101U (en) * 2017-09-12 2018-04-10 中水北方勘测设计研究有限责任公司 It is a kind of to prevent water hammer pressure structure for the long diversion system of middle low water head

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SU515497A1 (en) * 1974-02-04 1976-05-30 Украинский Научно-Исследовательский Институт Гидротехники И Мелиорации Device for controlling soil moisture during subsurface irrigation
CN102878002A (en) * 2012-10-10 2013-01-16 中国水电顾问集团西北勘测设计研究院 Method for preventing surge pressure of water turbine water diversion system from rising
CN205742110U (en) * 2016-05-18 2016-11-30 中国电建集团华东勘测设计研究院有限公司 A kind of arrangement improving long diversion system power station unit operational flexibility
CN207211101U (en) * 2017-09-12 2018-04-10 中水北方勘测设计研究有限责任公司 It is a kind of to prevent water hammer pressure structure for the long diversion system of middle low water head

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Application publication date: 20171121