CN107687151B - A kind of remove contamination system and cleaning method suitable for small reservoir shaft intake - Google Patents
A kind of remove contamination system and cleaning method suitable for small reservoir shaft intake Download PDFInfo
- Publication number
- CN107687151B CN107687151B CN201710701088.3A CN201710701088A CN107687151B CN 107687151 B CN107687151 B CN 107687151B CN 201710701088 A CN201710701088 A CN 201710701088A CN 107687151 B CN107687151 B CN 107687151B
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- tunnel
- water
- steel pipe
- head
- reversely
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Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/02—Stream regulation, e.g. breaking up subaqueous rock, cleaning the beds of waterways, directing the water flow
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
- E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
- E02B15/06—Barriers therefor construed for applying processing agents or for collecting pollutants, e.g. absorbent
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B15/00—Cleaning or keeping clear the surface of open water; Apparatus therefor
- E02B15/04—Devices for cleaning or keeping clear the surface of open water from oil or like floating materials by separating or removing these materials
- E02B15/10—Devices for removing the material from the surface
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Filtration Of Liquid (AREA)
Abstract
The present invention relates to a kind of remove contamination system and cleaning method suitable for small reservoir shaft intake, system includes that tunnel reversely presses water steel pipe, tunnel reversely to press water steel pipe valve, head-tank and soil-shifting net;The connection that the tunnel reversely presses water steel pipe reversely to press water steel pipe valve to control diversion tunnel and head-tank by tunnel, head-tank mounting height are located at reservoir operation scheme or more, and soil-shifting net is arranged in intake shaft top trash rack position.The anti-pushing force that water body reverse flow generates in tunnel is dexterously utilized in the present invention, originally the reservoir dirt for being tightly attached to trash rack for water inlet body is pushed back into reservoir, fishing net is recycled to salvage disembarkation, perfectly solve puzzlement reservoir operation all the time shaft intake remove contamination working expenditure when, laborious, the technical issues of personnel safety not can guarantee.
Description
Technical field
The present invention relates to a kind of remove contamination system and cleaning methods suitable for small reservoir shaft intake, belong to water conservancy
Engineer application studies carefully field.
Background technique
In recent years, country increases the investment to agricultural water conservancy facility year by year, has built many small reservoirs energetically and has filled
Engineering is irrigate, in order to reduce investment outlay, currently in the design of small reservoir diversion tunnel, it is total to be considered as water conservancy diversion, diversion tunnel
With the mode in a hole, this design is in order to allow tunnel to meet construction time water conservancy diversion simultaneously and the runtime fetches water two kinds and uses function, In
Generally by the design of intake at shaft structure after water conservancy diversion, shaft top designs metal trash rack, but this design has
One disadvantage is exactly: trash rack cannot achieve automatic pollutant removal, can only clear up trash rack by way of manually removing contamination manually under water
Surface contaminants while time-consuming, laborious, inconvenient, not can guarantee the safety of flood season operator also.
Summary of the invention
The present invention provides a kind of remove contamination system and cleaning methods suitable for small reservoir shaft intake, to solve
Small reservoir shaft intake is removed contamination the time-consuming, laborious of work, difficult problem that personnel safety not can guarantee remove contamination.
The technical scheme is that a kind of system of removing contamination suitable for small reservoir shaft intake, including tunnel
Reversed pressure water steel pipe 4, tunnel reversely press water steel pipe valve 6, head-tank 7 and soil-shifting net 8;
The tunnel reversely presses water steel pipe 4 reversely to press water steel pipe valve 6 to control diversion tunnel 3 and head-tank by tunnel
7 connection, 7 mounting height of head-tank are located at reservoir operation scheme or more, and soil-shifting net 8 is arranged in 1 top of intake vertical shaft
2 position of trash rack.
It includes service valve that the tunnel, which reversely presses water steel pipe valve 6,.
It further includes maintenance valve that the tunnel, which reversely presses water steel pipe valve 6,.
A kind of cleaning method suitable for small reservoir shaft intake, the method comprises the following steps:
Step1, head-tank 7 is stored to full water, water body volume is water in diversion tunnel 3 before bulkhead gate in head-tank 7
1/2 or more of body total volume;
Lock is closed under Step2, diversion tunnel bulkhead gate, and waits gate upper water bulk wave dynamic stability;
Step3, lower soil-shifting net 8 is spilt to 1 top trash rack of intake vertical shaft, 2 position, guarantee that soil-shifting net 8 can cover completely and block
Dirty grid 2 and grid top dirt;
Step4, the tunnel opened in diversion tunnel bulkhead gate room 5 reversely press water steel pipe service valve, utilize high-order water
The water-head of pond 7 and upper pond rapid water filling into the diversion tunnel 3 before bulkhead gate, guarantees that the flow velocity of water in tunnel exists
1.0m3/ s or more;
The reverse flow that reservoir is flowed in Step5, diversion tunnel 3 can push back dirt in reservoir together with soil-shifting net 8 together,
Soil-shifting net 8 is tightened at this time, is able to achieve and all dirts are salvaged into disembarkation together, and then complete work of removing contamination.
The beneficial effects of the present invention are: the anti-pushing that water body reverse flow generates in tunnel is dexterously utilized in the present invention
Originally the reservoir dirt for being tightly attached to trash rack for water inlet body is pushed back reservoir by power, and fishing net is recycled to salvage disembarkation, perfect to solve
All the time the shaft intake of puzzlement reservoir operation remove contamination working expenditure when, laborious, technology that personnel safety not can guarantee
Problem.
Detailed description of the invention
Fig. 1 is the structural diagram of the present invention;
Each label in figure are as follows: 1- intake vertical shaft;2- trash rack;3- diversion tunnel;4- tunnel reversely presses water steel pipe;5- draws
Water tunnel for overhaul gate chamber;6- tunnel reversely presses water steel pipe valve;7- head-tank;8- soil-shifting net.
Specific embodiment
Embodiment 1: as shown in Figure 1, a kind of system of removing contamination suitable for small reservoir shaft intake, including tunnel are anti-
Water steel pipe valve 6, head-tank 7 and soil-shifting net 8 are reversely pressed to pressure water steel pipe 4, tunnel;
The tunnel reversely presses water steel pipe 4 reversely to press water steel pipe valve 6 to control diversion tunnel 3 and head-tank by tunnel
7 connection, 7 mounting height of head-tank are located at reservoir operation scheme or more, and soil-shifting net 8 is arranged in 1 top of intake vertical shaft
2 position of trash rack.
It include service valve (for controlling water flow it is possible to further which the tunnel is arranged reversely to press water steel pipe valve 6
Movement).
It further include that maintenance valve (needs when for overhauling it is possible to further which the tunnel is arranged reversely to press water steel pipe valve 6
It wants).
A kind of cleaning method suitable for small reservoir shaft intake, the method comprises the following steps:
Step1, head-tank 7 is stored to full water, water body volume is water in diversion tunnel 3 before bulkhead gate in head-tank 7
Body total volume 1/2 or more (such as 1/2,2/3,1(1 indicate it is equal));
Lock is closed under Step2, diversion tunnel bulkhead gate, and waits gate upper water bulk wave dynamic stability;
Step3, lower soil-shifting net 8 is spilt to 1 top trash rack of intake vertical shaft, 2 position, guarantee that soil-shifting net 8 can cover completely and block
Dirty grid 2 and grid top dirt;
Step4, the tunnel opened in diversion tunnel bulkhead gate room 5 reversely press water steel pipe service valve, utilize high-order water
The water-head of pond 7 and upper pond rapid water filling into the diversion tunnel 3 before bulkhead gate, guarantees that the flow velocity of water in tunnel exists
1.0m3/ s or more;
The reverse flow that reservoir is flowed in Step5, diversion tunnel 3 can push back dirt in reservoir together with soil-shifting net 8 together,
Soil-shifting net 8 is tightened at this time, is able to achieve and all dirts are salvaged into disembarkation together, and then complete work of removing contamination.
Embodiment 2: as shown in Figure 1, a kind of cleaning method suitable for small reservoir shaft intake, including tunnel are anti-
Water steel pipe valve 6, head-tank 7 and soil-shifting net 8 are reversely pressed to pressure water steel pipe 4, tunnel;
The tunnel reversely presses water steel pipe 4 reversely to press water steel pipe valve 6 to control diversion tunnel 3 and head-tank by tunnel
7 connection, 7 mounting height of head-tank are located at reservoir operation scheme or more, and soil-shifting net 8 is arranged in 1 top of intake vertical shaft
2 position of trash rack.
It include service valve (for controlling water flow it is possible to further which the tunnel is arranged reversely to press water steel pipe valve 6
Movement).
It further include that maintenance valve (needs when for overhauling it is possible to further which the tunnel is arranged reversely to press water steel pipe valve 6
It wants).
It according to the method for the present invention, is the diversion tunnel front segment structure for creating certain small reservoir in Yunnan Province somewhere,
As shown in Figure 1.Removing contamination, steps are as follows:
(1) it opens and formally removes contamination before work, head-tank is first stored into full water, before water body volume is about bulkhead gate in pond
1/2 or so of water body total volume, about 55m in diversion tunnel3;
(2) lock is closed under diversion tunnel bulkhead gate, and waits gate upper water bulk wave dynamic stability, and the fluctuation of this engineering is stablized
Required time is 2 minutes;
(3) lower fishing net is spilt to 1 top trash rack of intake vertical shaft, 2 position, guarantees that fishing net can cover completely trash rack 2 simultaneously
Grid top dirt;The complete open area of fishing net used in this engineering is 8m2。
(4) tunnel opened in diversion tunnel bulkhead gate room 5 reversely presses water steel pipe service valve, utilizes head-tank 7
With the water-head of upper pond into the diversion tunnel 3 before bulkhead gate rapid water filling, the flow velocity of water is 1.3 in this engineering tunnel
~2.0 m/s。
(5) reverse flow for flowing to reservoir in diversion tunnel 3 at this time can push back dirt in reservoir together with fishing net together, fit
When tighten fishing net, so that it may all dirts are salvaged into disembarkation together, and then complete work of removing contamination.
Above in conjunction with attached drawing, the embodiment of the present invention is explained in detail, but the present invention is not limited to above-mentioned
Embodiment within the knowledge of a person skilled in the art can also be before not departing from present inventive concept
Put that various changes can be made.
Claims (3)
1. a kind of cleaning method suitable for small reservoir shaft intake, it is characterised in that: the method comprises the following steps:
Step1, head-tank (7) are stored to full water, head-tank (7) interior water body volume is in diversion tunnel (3) before bulkhead gate
1/2 or more of water body total volume;
Lock is closed under Step2, diversion tunnel bulkhead gate, and waits gate upper water bulk wave dynamic stability;
Step3, it is spilt lower soil-shifting net (8) to trash rack (2) position at the top of intake vertical shaft (1), guarantees that soil-shifting net (8) can cover completely
Firmly trash rack (2) and grid top dirt;
Step4, the tunnel opened in diversion tunnel bulkhead gate room (5) reversely press water steel pipe service valve, utilize head-tank
(7) guarantee that the flow velocity of water in tunnel exists to diversion tunnel (3) interior rapid water filling before bulkhead gate with the water-head of upper pond
More than 1.0m/s;
The reverse flow that reservoir is flowed in Step5, diversion tunnel (3) can push back dirt in reservoir together with soil-shifting net (8) together,
Soil-shifting net (8) are tightened at this time, is able to achieve and all dirts is salvaged into disembarkation together, and then complete work of removing contamination;
The system of removing contamination that cleaning method suitable for small reservoir shaft intake uses includes that tunnel reversely presses water steel pipe
(4), tunnel reversely presses water steel pipe valve (6), head-tank (7) and soil-shifting net (8);
The tunnel reversely presses water steel pipe (4) reversely to press water steel pipe valve (6) control diversion tunnel (3) and high-order water by tunnel
The connection in pond (7), head-tank (7) mounting height are located at reservoir operation scheme or more, and it is perpendicular that soil-shifting net (8) is arranged in intake
Trash rack (2) position at the top of well (1).
2. the cleaning method according to claim 1 suitable for small reservoir shaft intake, it is characterised in that: described
It includes service valve that tunnel, which reversely presses water steel pipe valve (6),.
3. the cleaning method according to claim 1 suitable for small reservoir shaft intake, it is characterised in that: described
It further includes maintenance valve that tunnel, which reversely presses water steel pipe valve (6),.
Priority Applications (1)
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CN201710701088.3A CN107687151B (en) | 2017-08-16 | 2017-08-16 | A kind of remove contamination system and cleaning method suitable for small reservoir shaft intake |
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CN201710701088.3A CN107687151B (en) | 2017-08-16 | 2017-08-16 | A kind of remove contamination system and cleaning method suitable for small reservoir shaft intake |
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CN107687151A CN107687151A (en) | 2018-02-13 |
CN107687151B true CN107687151B (en) | 2019-12-03 |
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Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU1016420A1 (en) * | 1981-01-19 | 1983-05-07 | Специальное Конструкторское И Технологическое Бюро "Союзводэлектроника" Всесоюзного Объединения "Союзводпроект" | Water intake arrangement |
CN202936767U (en) * | 2012-12-05 | 2013-05-15 | 中国水电顾问集团成都勘测设计研究院 | Hydropower station water inlet structure |
CN103614993A (en) * | 2013-12-10 | 2014-03-05 | 浙江水利水电学院 | Siphon anti-blocking device used for pond and dam projects and operation method of siphon anti-blocking device |
-
2017
- 2017-08-16 CN CN201710701088.3A patent/CN107687151B/en active Active
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
SU1016420A1 (en) * | 1981-01-19 | 1983-05-07 | Специальное Конструкторское И Технологическое Бюро "Союзводэлектроника" Всесоюзного Объединения "Союзводпроект" | Water intake arrangement |
CN202936767U (en) * | 2012-12-05 | 2013-05-15 | 中国水电顾问集团成都勘测设计研究院 | Hydropower station water inlet structure |
CN103614993A (en) * | 2013-12-10 | 2014-03-05 | 浙江水利水电学院 | Siphon anti-blocking device used for pond and dam projects and operation method of siphon anti-blocking device |
Non-Patent Citations (1)
Title |
---|
"宁化县东坑水库隧洞进水口型式变更";钱丽新;《水利科技》;20160930;第19-21页第1-6节 * |
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