CN109356227A - Seawater water fetching device and method - Google Patents
Seawater water fetching device and method Download PDFInfo
- Publication number
- CN109356227A CN109356227A CN201811204670.XA CN201811204670A CN109356227A CN 109356227 A CN109356227 A CN 109356227A CN 201811204670 A CN201811204670 A CN 201811204670A CN 109356227 A CN109356227 A CN 109356227A
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- Prior art keywords
- reservoir
- seawater
- net
- filter structure
- water
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- 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.)
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03B—INSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
- E03B3/00—Methods or installations for obtaining or collecting drinking water or tap water
- E03B3/04—Methods or installations for obtaining or collecting drinking water or tap water from surface water
Abstract
The invention discloses a kind of seawater water fetching device and methods, including the reservoir being set on seashore, the intake pipe in reservoir is protruded into, several flood gates on reservoir, pressing plate on the bottom surface of reservoir, the air bag of support plate and horizontal stretching between pressing plate and the bottom surface of reservoir；Support plate and air bag are located at the left part and right part of the bottom surface of reservoir, the bottom surface of the reservoir of pressing plate between support plate and air bag is equipped with several support columns, pressing plate and each support column are rotatablely connected, and reservoir right lower quadrant is equipped with opening, and reservoir top is equipped with cylinder.The present invention has and can automatically remove the silt accumulated in reservoir completely, the characteristics of saving the energy, improve cleaning efficiency.
Description
Technical field
The present invention relates to sea water intake facility technical fields, more particularly, to a kind of seawater water fetching device and method.
Background technique
With coastal area industrial expansion, water consumption increasingly increases, the factory (such as power plant, chemical plant) of coastal area
Gradually use sea water as industrial cooling water extensively.Seawater intake strucure mainly has the water intaking of diversion pipe duct, shore type to take
Water and tidal type 3 kinds of forms of water intaking.
Tidal type water intaking is that embankment builds reservoir by the sea, and several flood gates are arranged on the pool wall by seashore.At high tides,
Seawater pushes flood gate open, into reservoir.At ebb tide, flood gate is automatically closed, and pump house is fetched water from reservoir.This water-supply method is saved
Investment and power consumption, but the silt removing precipitated in pond is cumbersome.
Summary of the invention
Goal of the invention of the invention is cumbersome in order to overcome the silt of tidal type water intaking precipitating in the prior art to remove
Deficiency, provide a kind of seawater water fetching device that cleannes are high and method.
To achieve the goals above, the invention adopts the following technical scheme:
A kind of seawater water fetching device protrudes into the intake pipe in reservoir including the reservoir being set on seashore, is set on reservoir
Several flood gates, the pressing plate on the bottom surface of reservoir, support plate and water between pressing plate and the bottom surface of reservoir
The air bag of flattened exhibition；Support plate and air bag are located at the left part and right part of the bottom surface of reservoir, between support plate and air bag
The bottom surface of the reservoir of pressing plate is equipped with several support columns, and pressing plate and each support column are rotatablely connected, and reservoir right lower quadrant is set
There is opening, reservoir top is equipped with cylinder, and the telescopic rod of cylinder is equipped with the baffle for closing opening, sets on pressing plate left edge
There is longitudinal exhaust pipe, the right side of longitudinal exhaust pipe is equipped with several gas outlets, and check valve is equipped on each gas outlet, and air bag is logical
Conduit and longitudinal exhaust pipe connection are crossed, conduit is equipped with solenoid valve, and air bag is connect with air pump, and intake pipe is connect with power device,
Cylinder, solenoid valve and air pump are electrically connected with the controller.
When flood tide, the impact force of seawater opens each flood gate, and seawater enters in reservoir；High tide reaches most
After high water level, controller control cylinder drives baffle to move up, and opens opening；Controller controls solenoid valve and opens, water storage
Seawer quality in pond increases, and under the action of the weight of seawater, gas outflow in air bag, the gas of outflow is from longitudinal exhaust
It is flowed out in each exhaust outlet of pipe, while pressing plate is tilted to the right, the silt accumulated on pressing plate is under the promotion of air-flow from opening
After outflow, staff controls cylinder by controller and baffle is driven to decline, and is closed opening, thus automatically will be in reservoir
The silt of accumulation is removed completely, is saved the energy, is improved cleaning efficiency, it is ensured that the cleannes of reservoir meet the requirements.
Preferably, each flood gate includes the water inlet on reservoir, the block on water inlet, block packet
The circular slab of the cross bar protruded into water inlet and one end set on cross bar in reservoir is included, the size of circular slab is greater than water inlet
Size, cross bar connect by several connecting ropes with water inlet inner wall.
The structure setting of flood gate, it is ensured that be automatically closed when flood gate can be on the ebb, automatically open at high tides.
Preferably, the separate sea side in reservoir is equipped with the first filter structure and the second filter structure, the first mistake
Filter structure includes the first perpendicular net, the second perpendicular net and the first sandy gravel stratum between the first perpendicular net, the second perpendicular net；Second filtering knot
Structure includes that third erects net and erects the second sandy gravel stratum between net and the second perpendicular net set on third, the gravel diameter in the second sandy gravel stratum
Greater than the gravel diameter in the first sandy gravel stratum；First filter structure and the second filter structure will be separated into water storage space in reservoir
With water purification space two parts, intake pipe is protruded into water purification space.
Preferably, water storage pool wall is equipped with 2 through-holes corresponding with the second filter structure front-end and back-end respectively；Third
M-1 horizontal baffle is equipped between perpendicular net and the second perpendicular net, the second filter structure is separated into M laterally by M-1 horizontal baffle
The separate space of extension is equipped with flexible axle by M network management connection between two through-holes in every network management, on each flexible axle
Equipped with spiral plate, each flexible axle is connect with the motor being set on reservoir, and each network management is suspended in seawater, each network management
On be equipped with buoy, each motor is electrically connected with the controller, M be greater than 4.
A kind of method of seawater water fetching device, when original state, solenoid valve is closed, and gas is full of in air bag；Including walking as follows
It is rapid:
(5-1) when flood tide, the impact force of seawater opens each flood gate, and seawater enters in reservoir；High tide reaches
After peak level, controller control cylinder drives baffle to move up, and opens opening；
(5-2) controller controls solenoid valve and opens, and the seawer quality in reservoir increases, under the action of the weight of seawater, gas
Gas outflow in capsule, the gas of outflow is flowed out from each exhaust outlet of longitudinal exhaust pipe, while pressing plate is tilted to the right, pressing plate
Under the promotion of air-flow after flowing out in opening, staff controls cylinder by controller and drives under baffle the silt of upper accumulation
Drop is closed opening；
When (5-3) ebbs tide, sea level fluctuations decline, each flood gate is automatically closed, and under the drive of power device, needs to take
Seawater along intake pipe flow out.
Preferably, the separate sea side in reservoir is equipped with the first filter structure and the second filter structure, the first mistake
Filter structure includes the first perpendicular net, the second perpendicular net and the first sandy gravel stratum between the first perpendicular net, the second perpendicular net；Second filtering knot
Structure includes that third erects net and erects the second sandy gravel stratum between net and the second perpendicular net set on third, the gravel diameter in the second sandy gravel stratum
Greater than the gravel diameter in the first sandy gravel stratum；First filter structure and the second filter structure will be separated into water storage space in reservoir
With water purification space two parts；
First filter structure and the second filter structure are filtered the seawater in water storage space, and water purification is cleaned in space
Water afterwards.
Preferably, water storage pool wall is equipped with 2 through-holes corresponding with the second filter structure front-end and back-end respectively；Third
M-1 horizontal baffle is equipped between perpendicular net and the second perpendicular net, the second filter structure is separated into M laterally by M-1 horizontal baffle
The separate space of extension is equipped with flexible axle by M network management connection between two through-holes in every network management, on each flexible axle
Equipped with spiral plate, each flexible axle is connect with the motor being set on reservoir, and each network management is suspended in seawater, each network management
On be equipped with buoy, each motor is electrically connected with the controller, M be greater than 4；Further include following steps:
Every time T, controller controls each motor and drives each flexible axle rotation, and the spiral plate on each flexible axle drives respectively respectively
The gravel loopy moving in the second sandy gravel stratum in a separate space, since network management is equipped with many through-holes, when flexible axle drives sand
When gravel moving in rotation, seawater washes away gravel, and the gravel in the second sandy gravel stratum is cleaned；
Gravel in second sandy gravel stratum is timed cleaning, it is ensured that is clean water always in water purification space.
Therefore, clean the invention has the following beneficial effects: can automatically remove the silt accumulated in reservoir, it saves
The energy, improves cleaning efficiency；Second filter structure can clean automatically, it is ensured that the cleannes for the seawater taken.
Detailed description of the invention
Fig. 1 is a kind of top view of the invention；
Fig. 2 is a kind of cross-sectional view of the invention；
Fig. 3 is a kind of functional block diagram of the invention.
In figure: reservoir 1, flood gate 2, pressing plate 3, support plate 4, air bag 5, support column 6, opening 7, cylinder 8, baffle 9, longitudinal direction
Exhaust pipe 10, block 22, intake pipe 101, air pump 102, the second filter structure 103, horizontal baffle 104, network management 105, motor
106, seawater 107, controller 108, solenoid valve 109, the first filter structure 110, cross bar 221, circular slab 222, the first perpendicular net
1021, the second perpendicular net 1022, the first sandy gravel stratum 1023, third erect net 1031, the second sandy gravel stratum 1032.
Specific embodiment
The present invention will be further described with reference to the accompanying drawings and detailed description.
Embodiment 1
Embodiment as shown in Figure 1 and Figure 2 is a kind of seawater water fetching device, including the reservoir 1 being set on seashore, protrudes into water storage
Intake pipe 101 in pond, 8 flood gates 2 on reservoir, the pressing plate 3 on the bottom surface of reservoir are set to pressing plate and storage
The air bag 5 of support plate 4 and horizontal stretching between the bottom surface in pond；Support plate and air bag are located at a left side for the bottom surface of reservoir
The bottom surface of portion and right part, the reservoir of the pressing plate between support plate and air bag is equipped with 3 support columns 6, pressing plate and each support
Column rotation connection, reservoir right lower quadrant are equipped with opening 7, and reservoir top is equipped with cylinder 8, and the telescopic rod of cylinder is equipped with for sealing
The baffle 9 of make and break mouth, pressing plate left edge are equipped with longitudinal exhaust pipe 10, and the right side of longitudinal exhaust pipe is equipped with 30 gas outlets, often
Check valve is equipped on a gas outlet, air bag is equipped with solenoid valve 109, air bag by conduit and longitudinal exhaust pipe connection, conduit
It is connect with air pump 110, intake pipe is connect with power device, as shown in figure 3, cylinder, solenoid valve and air pump are electric with controller 108
Connection.
The setting of check valve, for preventing water from flowing into longitudinal exhaust pipe from gas outlet；It is closed in air bag full of gas and solenoid valve
When closing, support plate and air bag make pressing plate keep horizontality, the gas when solenoid valve is opened and air bag is extruded, in air bag
Body outflow, under the supporting role of each support column, pressing plate right part declines left part and rises, and under the promotion of air-flow, pressing plate
The silt of upper accumulation under the promotion of air-flow after being flowed out in opening, to realize automatic cleaning to columns base.
As shown in Figure 1, each flood gate includes the water inlet on reservoir, the block 22 on water inlet, gear
Block includes the circular slab 222 of the cross bar 221 protruded into water inlet and one end set on cross bar in reservoir, the size of circular slab
Greater than the size of water inlet, cross bar is connect by 3 connecting ropes with water inlet inner wall.
Separate sea side in reservoir is equipped with the first filter structure 102 and the second filter structure 103, the first filtering knot
Structure includes the first perpendicular net 1021, the second perpendicular net 1022 and the first sandy gravel stratum 1023 between the first perpendicular net, the second perpendicular net；The
Two filter structures include that third erects net 1031 and erects the second sandy gravel stratum 1032 between net and the second perpendicular net, the second sand set on third
Gravel diameter in gravel bed is greater than the gravel diameter in the first sandy gravel stratum；First filter structure and the second filter structure are by reservoir
It is inside separated into water storage space and water purification space two parts, intake pipe protrudes into water purification space.
A kind of method of seawater water fetching device, when original state, solenoid valve is closed, and gas is full of in air bag；Including walking as follows
It is rapid:
(5-1) when flood tide, the impact force of seawater opens each flood gate, and seawater enters in reservoir；High tide reaches
After peak level, controller control cylinder drives baffle to move up, and opens opening；
(5-2) controller controls solenoid valve and opens, and the seawer quality in reservoir increases, under the action of the weight of seawater, gas
Gas outflow in capsule, the gas of outflow is flowed out from each exhaust outlet of longitudinal exhaust pipe, while pressing plate is tilted to the right, pressing plate
Under the promotion of air-flow after flowing out in opening, staff controls cylinder by controller and drives under baffle the silt of upper accumulation
Drop is closed opening；
(5-3) first filter structure and the second filter structure are filtered the seawater in water storage space, and water purification obtains in space
Water after being cleaned；
When (5-4) ebbs tide, sea level fluctuations decline, each flood gate is automatically closed, and under the drive of power device, needs to take
Seawater along intake pipe flow out.
Embodiment 2
Embodiment 2 includes all structures and methods parts of embodiment 1, as shown in Figure 1 and Figure 2, on the water storage pool wall of embodiment 2
Equipped with 2 through-holes corresponding with the second filter structure front-end and back-end respectively；Third erects and is equipped with 5 water between net and the second perpendicular net
Flat partition board 104, the second filter structure are separated into 6 separate spaces being laterally extended by 5 horizontal baffles, lead between two through-holes
Cross 6 network managements 105 to connect, be equipped with flexible axle in every network management, be equipped with spiral plate on each flexible axle, each flexible axle be set to
Motor 106 on reservoir connects, and each network management is suspended in seawater, is equipped with buoy on each network management, as shown in figure 3,
Each motor is electrically connected with the controller.
Further include following steps:
Every 2 days, controller controlled each motor and drives each flexible axle rotation, and the spiral plate on each flexible axle drives each respectively
The gravel loopy moving in the second sandy gravel stratum in separate space, since network management is equipped with many through-holes, when flexible axle drives gravel
When moving in rotation, seawater washes away gravel, and the gravel in the second sandy gravel stratum is cleaned；
Gravel in second sandy gravel stratum is timed cleaning, it is ensured that is clean water always in water purification space.
It should be understood that this embodiment is only used to illustrate the invention but not to limit the scope of the invention.In addition, it should also be understood that,
After having read the content of the invention lectured, those skilled in the art can make various modifications or changes to the present invention, these etc.
Valence form is also fallen within the scope of the appended claims of the present application.
Claims (7)
1. a kind of seawater water fetching device, characterized in that including the reservoir (1) being set on seashore, protrude into the water intaking in reservoir
It manages (101), several flood gates (2) on reservoir, the pressing plate (3) on the bottom surface of reservoir, is set to pressing plate and storage
The air bag (5) of support plate (4) and horizontal stretching between the bottom surface in pond；Support plate and air bag are located at the bottom surface of reservoir
Left part and right part, the bottom surface of the reservoir of the pressing plate between support plate and air bag is equipped with several support columns (6), pressing plate with
Each support column rotation connection, reservoir right lower quadrant are equipped with opening (7), and reservoir top is equipped with cylinder (8), the telescopic rod of cylinder
It is equipped with the baffle (9) for closing opening, pressing plate left edge is equipped with longitudinal exhaust pipe (10), sets on the right side of longitudinal exhaust pipe
There are several gas outlets, check valve is equipped on each gas outlet, air bag passes through conduit and longitudinal exhaust pipe connection, sets on conduit
Have solenoid valve (109), air bag is connect with air pump (110), and intake pipe is connect with power device, cylinder, solenoid valve and air pump with
Controller (108) electrical connection.
2. seawater water fetching device according to claim 1, characterized in that each flood gate include on the reservoir into
The mouth of a river, the block (22) on water inlet, block include the cross bar (221) protruded into water inlet and are set to cross bar in reservoir
The circular slab (222) of interior one end, the size of circular slab are greater than the size of water inlet, and cross bar passes through several connecting ropes and water inlet
Mouth inner wall connection.
3. seawater water fetching device according to claim 1, characterized in that the separate sea side in reservoir is equipped with first
Filter structure (102) and the second filter structure (103), the first filter structure include the first perpendicular net (1021), the second perpendicular net
(1022) and set on the first perpendicular net, second the first sandy gravel stratum (1023) between net is erected；Second filter structure includes that third erects net
(1031) and set on third the second sandy gravel stratum (1032) between net and the second perpendicular net is erected, the gravel diameter in the second sandy gravel stratum is big
Gravel diameter in the first sandy gravel stratum；First filter structure and the second filter structure will be separated into reservoir water storage space and
Water purification space two parts, intake pipe protrude into water purification space.
4. seawater water fetching device according to claim 3, characterized in that water storage pool wall is equipped with to be tied with the second filtering respectively
Corresponding 2 through-holes in structure front-end and back-end；Third erects and is equipped with M-1 horizontal baffle (104), the second mistake between net and the second perpendicular net
Filter structure is separated into the M separate spaces being laterally extended by M-1 horizontal baffle, passes through M network management (105) between two through-holes
Connection is equipped with flexible axle in every network management, is equipped with spiral plate on each flexible axle, each flexible axle with the electricity that is set on reservoir
Machine (106) connection, each network management are suspended in seawater, and buoy is equipped on each network management, and each motor is electric with controller
Connection, M are greater than 4.
5. a kind of method based on seawater water fetching device described in claim 1, characterized in that when original state, solenoid valve is closed
It closes, gas is full of in air bag；Include the following steps:
(5-1) when flood tide, the impact force of seawater opens each flood gate, and seawater enters in reservoir；High tide reaches
After peak level, controller control cylinder drives baffle to move up, and opens opening；
(5-2) controller controls solenoid valve and opens, and the seawer quality in reservoir increases, under the action of the weight of seawater, gas
Gas outflow in capsule, the gas of outflow is flowed out from each exhaust outlet of longitudinal exhaust pipe, while pressing plate is tilted to the right, pressing plate
Under the promotion of air-flow after flowing out in opening, staff controls cylinder by controller and drives under baffle the silt of upper accumulation
Drop is closed opening；
When (5-3) ebbs tide, sea level fluctuations decline, each flood gate is automatically closed, and under the drive of power device, needs to take
Seawater along intake pipe flow out.
6. the method for seawater water fetching device according to claim 5, the separate sea side in reservoir is equipped with the first mistake
Structure and the second filter structure are filtered, the first filter structure is including the first perpendicular net, the second perpendicular net and is set to the first perpendicular net, the second perpendicular net
Between the first sandy gravel stratum；Second filter structure includes that third erects net and erects the second sand between net and the second perpendicular net set on third
Gravel bed, the gravel diameter in the second sandy gravel stratum are greater than the gravel diameter in the first sandy gravel stratum；First filter structure and the second filtering
Structure will be separated into water storage space and water purification space two parts in reservoir；It is characterized in that
First filter structure and the second filter structure are filtered the seawater in water storage space, and water purification is cleaned in space
Water afterwards.
7. the method for seawater water fetching device according to claim 6, water storage pool wall be equipped with respectively with the second filter structure
Corresponding 2 through-holes in front-end and back-end；Third erects and is equipped with M-1 horizontal baffle, the second filter structure between net and the second perpendicular net
The M separate spaces being laterally extended are separated by M-1 horizontal baffle, pass through M network management connection, every net between two through-holes
It is equipped with flexible axle in pipe, spiral plate is equipped on each flexible axle, each flexible axle is connect with the motor being set on reservoir, each
Network management is suspended in seawater, and buoy is equipped on each network management, and each motor is electrically connected with the controller, and M is greater than 4；It is special
Sign is, further includes following steps:
Every time T, controller controls each motor and drives each flexible axle rotation, and the spiral plate on each flexible axle drives respectively respectively
The gravel loopy moving in the second sandy gravel stratum in a separate space, since network management is equipped with many through-holes, when flexible axle drives sand
When gravel moving in rotation, seawater washes away gravel, and the gravel in the second sandy gravel stratum is cleaned；
Gravel in second sandy gravel stratum is timed cleaning, it is ensured that is clean water always in water purification space.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811204670.XA CN109356227B (en) | 2018-10-16 | 2018-10-16 | Seawater taking device and method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811204670.XA CN109356227B (en) | 2018-10-16 | 2018-10-16 | Seawater taking device and method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109356227A true CN109356227A (en) | 2019-02-19 |
| CN109356227B CN109356227B (en) | 2020-06-19 |
Family
ID=65349303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811204670.XA Active CN109356227B (en) | 2018-10-16 | 2018-10-16 | Seawater taking device and method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109356227B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323122A (en) * | 2021-08-03 | 2021-08-31 | 昆山市建设工程质量检测中心 | Self-purification reservoir for sponge city |
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|---|---|---|---|---|
| CN203346233U (en) * | 2013-07-16 | 2013-12-18 | 王美华 | Sewage treatment device with viewing sewage cleaning ports |
| CN103663828A (en) * | 2012-09-11 | 2014-03-26 | 凌春林 | Solar seawater purification power generating device |
| CN204098125U (en) * | 2014-08-15 | 2015-01-14 | 厦门水务中环制水有限公司 | A kind of intake |
| CN204940392U (en) * | 2015-07-28 | 2016-01-06 | 重庆交通大学 | One can sink and emerge type water energy powered desilting device automatically |
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2018
- 2018-10-16 CN CN201811204670.XA patent/CN109356227B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103663828A (en) * | 2012-09-11 | 2014-03-26 | 凌春林 | Solar seawater purification power generating device |
| CN203346233U (en) * | 2013-07-16 | 2013-12-18 | 王美华 | Sewage treatment device with viewing sewage cleaning ports |
| CN204098125U (en) * | 2014-08-15 | 2015-01-14 | 厦门水务中环制水有限公司 | A kind of intake |
| CN204940392U (en) * | 2015-07-28 | 2016-01-06 | 重庆交通大学 | One can sink and emerge type water energy powered desilting device automatically |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113323122A (en) * | 2021-08-03 | 2021-08-31 | 昆山市建设工程质量检测中心 | Self-purification reservoir for sponge city |
| CN113323122B (en) * | 2021-08-03 | 2021-10-26 | 昆山市建设工程质量检测中心 | Self-purification reservoir for sponge city |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109356227B (en) | 2020-06-19 |
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Effective date of registration: 20200528 Address after: 322200 No. 117, Jinshicun District, Puyang Street, Pujiang County, Jinhua City, Zhejiang Province Applicant after: Li Yuyu Address before: 310008 Room 708, Taihe Plaza, Shangcheng District, Hangzhou City, Zhejiang Province Applicant before: HANGZHOU LONGYA POWEI TECHNOLOGY Co.,Ltd. |
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