CN109368806A - A kind of biological treating water body method using water body siphoning installation - Google Patents
A kind of biological treating water body method using water body siphoning installation Download PDFInfo
- Publication number
- CN109368806A CN109368806A CN201811514493.5A CN201811514493A CN109368806A CN 109368806 A CN109368806 A CN 109368806A CN 201811514493 A CN201811514493 A CN 201811514493A CN 109368806 A CN109368806 A CN 109368806A
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- Prior art keywords
- siphon
- water body
- water
- pipe
- dike
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 226
- 238000000034 method Methods 0.000 title claims abstract description 28
- 238000009434 installation Methods 0.000 title claims abstract description 18
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 claims abstract description 8
- 210000000476 body water Anatomy 0.000 claims abstract description 8
- 239000001301 oxygen Substances 0.000 claims abstract description 8
- 229910052760 oxygen Inorganic materials 0.000 claims abstract description 8
- 238000011084 recovery Methods 0.000 claims abstract description 4
- 230000002269 spontaneous effect Effects 0.000 claims abstract description 3
- 239000000126 substance Substances 0.000 claims abstract description 3
- 230000000694 effects Effects 0.000 claims description 12
- 230000005484 gravity Effects 0.000 claims description 6
- 229910052500 inorganic mineral Inorganic materials 0.000 claims description 6
- 239000011707 mineral Substances 0.000 claims description 6
- 239000007789 gas Substances 0.000 claims description 5
- 239000012620 biological material Substances 0.000 claims description 3
- 239000000463 material Substances 0.000 claims description 3
- 238000000465 moulding Methods 0.000 claims description 3
- 238000010248 power generation Methods 0.000 claims description 3
- 238000007493 shaping process Methods 0.000 claims description 3
- 238000001363 water suppression through gradient tailored excitation Methods 0.000 claims description 3
- 230000007423 decrease Effects 0.000 claims description 2
- 239000013589 supplement Substances 0.000 claims description 2
- 230000003247 decreasing effect Effects 0.000 abstract description 5
- 230000001706 oxygenating effect Effects 0.000 abstract description 3
- 238000000746 purification Methods 0.000 abstract description 2
- 238000010586 diagram Methods 0.000 description 4
- 238000005273 aeration Methods 0.000 description 3
- 241000196324 Embryophyta Species 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000000994 depressogenic effect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 description 1
- 230000000977 initiatory effect Effects 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 241000894007 species Species 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/32—Biological treatment of water, waste water, or sewage characterised by the animals or plants used, e.g. algae
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2201/00—Apparatus for treatment of water, waste water or sewage
- C02F2201/009—Apparatus with independent power supply, e.g. solar cells, windpower, fuel cells
Abstract
The present invention proposes a kind of biological treating water body method using water body siphoning installation, includes side slope nappe and water body tide device using device；Side slope nappe is the biological culture structure that water body embankment or barrage are laid along dike；Side slope nappe is artifact or spontaneous combustible substances with biological growth structure and micro hole structure；Biological growth structure is for the biological attachment with purifying water body ability and the artificial structure grown or natural structure, and micro hole structure forms the air-accumulating structure that can be supplied oxygen to biological growth structure；When water body tide device makes that water body water level decreasing exposes the surface to side slope nappe in dike, side slope covers intracorporal water discharge so that micro hole structure receives air；When water body water level rises the state for being dipped in the recovery of side slope nappe in water in dike, air-accumulating structure supplies biological culture structure, makes the biology with purifying water body ability of attachment to water body purification；The present invention easily the biological treating structure to water body can carry out oxygenating operation.
Description
Technical field
The present invention relates to water body treating technical field, especially a kind of biological treating water body side using water body siphoning installation
Method.
Background technique
Water body with embankment need to often use bioremediation Technology in governance process, but bioremediation Technology needs are a certain amount of
The organism being dipped in water, these organisms generally require certain oxygen to the purification treatment of water body, but work as water flow
It is sometimes relatively difficult to the oxygenating of these organisms when low or organism is dipped in water for a long time, the organism of anaerobic condition
Purifying water body ability be often weakened, how to solve, be a research direction.
Summary of the invention
The present invention proposes a kind of biological treating water body method using water body siphoning installation, can be easily to the biology of water body
Administration structure carries out oxygenating operation.
The present invention uses following technical scheme.
A kind of biological treating water body method using water body siphoning installation, for that can build and carry embankment or barrage
Water body and the water body for needing periodically to drain or collecting-tank are administered in dike, and the device that the water body treating method uses includes side slope
Nappe and water body tide device；The side slope nappe is the biological culture knot that water body embankment or barrage are laid along dike
Structure；The side slope nappe is artifact or spontaneous combustible substances with biological growth structure and micro hole structure；The biology
Growth structure is for the biological attachment with purifying water body ability and the artificial structure grown or natural structure, the micropore
Structure forms the air-accumulating structure that can be supplied oxygen to biological growth structure；When water body tide device makes in dike water body water level decreasing extremely
When side slope nappe exposes the surface, side slope covers intracorporal water discharge so that micro hole structure receives air；When water body water in dike
When position rises the state for being dipped in the recovery of side slope nappe in water, air-accumulating structure supplies biological culture structure, biology training
The biology with purifying water body ability adhered at structure is supported to purify water body.
When side slope nappe is artifact, the micro hole structure carries out biological processing with mineral material sinter
Molding, or by mineral and the unburned machine-shaping of biomaterial.
The water body tide device is connected with water body in dike；Water body tide device includes automatic water gate, artificial sluice, nature
One of siphon drainage device, artificial siphon drainage device are a variety of.
The artificial siphon drainage device includes main siphon and siphon starting pipe；The beginning and end of the main siphon
It is placed in inside and outside water body embankment or barrage；The main siphon beginning is communicated with water body in dike and end height is lower than the beginning
End；The siphon starting pipe is communicated with main siphon；When water level in dike need to be adjusted with artificial siphon drainage device, first make primary rainbow
The end of suction pipe is dipped at the outer water body of dike or temporary closure, then is made in main siphon with siphon starting pipe full of water；Make primary rainbow
Suction pipe starting siphon operation is drawn to the water of water body in dike outside dike to reduce water level in dike, and biological culture structure is made to be exposed to air
In to supplement the oxygen in biological culture structure.
The siphon starting pipe is connected with water pump；The water pump is connected to obtain electric power with photovoltaic power generation equipment.
The nature siphon drainage device is across embankment or barrage two sides；Natural siphon drainage device is included in draining
The first siphon pipe and the second siphon pipe being sequentially arranged on water route；First siphon pipe beginning is located in dike at water body, and first
The height of siphon pipe beginning position is below side slope nappe；Second siphon tip is located at the drainage point outside dike and
The highest point of two siphon pipes is lower than the highest point of the first siphon pipe；First siphon tip is communicated with the second siphon pipe beginning；When
When the highest that water level is higher than the first siphon pipe in dike is bent position, water is first under the effect of gravity along the first siphon pipe, the second rainbow in dike
Suction pipe is flow to outside dike, and the air in the first siphon pipe and the second siphon pipe is discharged with impulsive force in the process, makes first
Siphon pipe, the second siphon pipe are drawn to water in dike outside dike with siphonage, until water level is lower than the first siphon pipe beginning in dike.
When the highest that water level is higher than the first siphon pipe in dike is bent position, water is first under the effect of gravity along the first siphon in dike
Pipe, the second siphon pipe are flow to outside dike, and water flow first makes the second siphon pipe full of water to start siphon to the first siphon in the process
Pipe is aspirated, to make to generate negative pressure in the first siphon pipe and the air in the first siphon pipe is sucked out, to start the first rainbow
The siphon operation of suction pipe；Exhaust siphon pipe is equipped in second siphon pipe；The beginning of exhaust siphon pipe is located at the first siphon pipe
End and end is located at the second siphon tip；The end for being vented siphon pipe is equipped with air intake duct, and exhaust siphon pipe arches upward position
It arches upward position minimum point lower than the second siphon pipe highest point；Air intake duct extends to the first siphon pipe and arches upward the inner cavity top at position；
When the second siphon pipe is full of water, exhaust siphon pipe starting siphon draws water to the second siphon tip, and suction when drawing water
It arches upward through air intake duct from the first siphon pipe and air is sucked out from position, to accelerate the siphon operation of the first siphon pipe of starting.
When being vented siphon pipe starting siphonic effect, water is first sucked out from the first siphon tip, the first siphon tip
After water level decreasing is exposed to exhaust siphon pipe beginning in the air of the first siphon tip, the first siphon is sucked out in exhaust siphon pipe
Stop siphon after the partial air of pipe end, when the water flow that the first siphon pipe flows into is immersed in exhaust siphon pipe in water simultaneously
After water, exhaust siphon pipe be again started up siphon with from from the first siphon tip be sucked out water and air.
When the water body is the river with barrage, the water body tide device is set at barrage or barrage
Newly-built position at.
When needing side slope nappe to carry out storage gas, if the water body tide device is set at barrage, and water body tide
Device includes sluice and natural siphon drainage device；Then the sluice carries out water storage operation to river so that river level energy in dam
Highest higher than the first siphon pipe is bent position, so that natural siphon drainage device is with siphon operation dam inland river flowing water potential drop to side
Below the nappe of slope.
First siphon pipe is set in the fixing groove at barrage dam crest or at embankment top or fixed ditch.
In the present invention, since the siphonic effect started with artificial tide drains to reach aeration operation, greatly water body in dike
Equipment and operation needed for width simplifies aeration operation, and biggish displacement can be reached without biggish energy supply,
It often carries out, significantly optimizes with the regulation effect of biological treating water body so as to make to be aerated operation.
In the present invention, start the siphonage of the main siphon of Large Diameter Pipeline due to the siphon starting pipe with small diameter tube, from
And the siphon initiating task of Large Diameter Pipeline siphon pipe can be started with smaller water, it is more convenient and more energy saving.
The present invention stores depressed structure due to being provided in side slope nappe, can select more in biological culture structure
Multifarious biological species are used for water body treating, more flexible on the bioselection of water body treating.
The present invention is due to can be used siphoning installation the water level control of water body to be administered in side slope nappe biological growth knot
At structure, therefore the variation of natural water water level can be overcome to a certain extent, allow at side slope nappe for purifying water body
Biology is chronically in the environment of suitable growth, to promote water body treating effect.
Detailed description of the invention
The present invention is described in more detail with reference to the accompanying drawings and detailed description:
Attached drawing 1 is schematic diagram of the invention；
Attached drawing 2 is vertical view of the invention to schematic diagram；
Attached drawing 3 is the schematic diagram of natural siphon drainage device of the invention；
Attached drawing 4 is the schematic diagram that nature siphon drainage device is set on embankment；
In figure: water body in 1- dike；2- embankment；3- main siphon；The outer water body of 4- dike；5- siphon starting pipe；6- side slope nappe；7-
Water pump；The highest order of 8- main siphon；The beginning of 9- main siphon；The end of 10- main siphon；
The first siphon pipe of 101-；The second siphon pipe of 102-；103- barrage；104- sluice；105- nature siphon drainage device；
106- fixing groove；107- is vented siphon pipe；108- air intake duct；The end of 109- exhaust siphon pipe.
Specific embodiment
As shown in Figure 1-3, a kind of biological treating water body method using water body siphoning installation, for that can build and carry dike
Water body 1 and the water body or collecting-tank that need periodically to drain are administered in the dike of bank 2 or barrage, and the water body treating method uses
Device include side slope nappe 6 and water body tide device；The side slope nappe 6 is 1 embankment 2 of water body or barrage along dike
The biological culture structure of laying；The side slope nappe is for the artifact with biological growth structure and micro hole structure or certainly
Right article；The biological growth structure is the artificial structure or natural for the biological attachment with purifying water body ability and growth
Structure, the micro hole structure form the air-accumulating structure that can be supplied oxygen to biological growth structure；When water body tide device makes dike
When interior water body water level decreasing to side slope nappe exposes the surface, the water in side slope nappe 6 is discharged so that micro hole structure is received
Air；When water body water level rises the state for being dipped in the recovery of side slope nappe in water in dike, air-accumulating structure trains biology
Structure gas supply is supported, the biology with purifying water body ability adhered at biological culture structure purifies water body.
When side slope nappe is artifact, the micro hole structure carries out biological processing with mineral material sinter
Molding, or by mineral and the unburned machine-shaping of biomaterial.
The water body tide device is connected with water body in dike；Water body tide device includes automatic water gate, artificial sluice, nature
One of siphon drainage device, artificial siphon drainage device are a variety of.
The artificial siphon drainage device includes main siphon 3 and siphon starting pipe 5；The beginning and end of the main siphon
End is placed in inside and outside water body embankment 2 or barrage 103；The main siphon beginning is communicated with water body in dike and end height
Lower than beginning；The siphon starting pipe 5 is communicated with main siphon 3；When water level in dike need to be adjusted with artificial siphon drainage device,
It is dipped in the end of main siphon at the outer water body of dike or temporary closure, then makes to be full of in main siphon with siphon starting pipe
Water；It is drawn to main siphon starting siphon operation the water of water body in dike outside dike to reduce water level in dike, makes biological culture structure
It is exposed to the oxygen supplemented in biological culture structure in air.
The siphon starting pipe 5 is connected with water pump 7；The water pump is connected to obtain electric power with photovoltaic power generation equipment.
The nature siphon drainage device 105 is across 103 two sides of embankment 2 or barrage；Natural siphon drainage device packet
Include the first siphon pipe 101 and the second siphon pipe 102 being sequentially arranged on water drain road；First siphon pipe beginning is located at dike
At interior water body 1, the height of the first siphon pipe beginning position is below side slope nappe；Second siphon tip is located at outside dike
Drainage point at and the second siphon pipe highest point be lower than the first siphon pipe highest point；First siphon tip and the second siphon
Pipe beginning communicates；When the highest that water level is higher than the first siphon pipe in dike is bent position, water is first under the effect of gravity along first in dike
Siphon pipe, the second siphon pipe are flow to outside dike, and are discharged in the first siphon pipe and the second siphon pipe with impulsive force in the process
Air, be drawn to the first siphon pipe, the second siphon pipe water in dike outside dike with siphonage, until dike in water level be lower than first
Siphon pipe beginning.
When the highest that water level is higher than the first siphon pipe in dike is bent position, water is first under the effect of gravity along the first siphon in dike
Pipe, the second siphon pipe are flow to outside dike, and water flow first makes the second siphon pipe full of water to start siphon to the first siphon in the process
Pipe is aspirated, to make to generate negative pressure in the first siphon pipe and the air in the first siphon pipe is sucked out, to start the first rainbow
The siphon operation of suction pipe；Exhaust siphon pipe 107 is equipped in second siphon pipe；The beginning of exhaust siphon pipe is located at the first siphon
Pipe end and end is located at the second siphon tip；The end 109 for being vented siphon pipe is equipped with air intake duct 108, is vented siphon pipe
Position highest point of arching upward is arched upward position minimum point lower than the second siphon pipe；Air intake duct extends to the first siphon pipe and arches upward the interior of position
Chamber top；When the second siphon pipe is full of water, exhaust siphon pipe starting siphon draws water to the second siphon tip, and when drawing water
Suction arch upward through air intake duct from the first siphon pipe air be sucked out from position, to accelerate the siphon operation of the first siphon pipe of starting.
When being vented siphon pipe starting siphonic effect, water is first sucked out from the first siphon tip, the first siphon tip
After water level decreasing is exposed to exhaust siphon pipe beginning in the air of the first siphon tip, the first siphon is sucked out in exhaust siphon pipe
Stop siphon after the partial air of pipe end, when the water flow that the first siphon pipe flows into is immersed in exhaust siphon pipe in water simultaneously
After water, exhaust siphon pipe be again started up siphon with from from the first siphon tip be sucked out water and air.
When the water body is the river with barrage 103, the water body tide device is set at barrage or blocks
At the newly-built position of sill may.
When needing side slope nappe to carry out storage gas, if the water body tide device is set at barrage 103, and water body tide
Nighttide device includes sluice and natural siphon drainage device；Then the sluice carries out water storage operation to river so that river level in dam
The highest that the first siphon pipe can be higher than is bent position so that natural siphon drainage device with siphon operation dam inland river flowing water potential drop extremely
Below side slope nappe.
First siphon pipe is set in the fixing groove 106 at barrage dam crest or at embankment top or fixed ditch.
In this example, if the water body tide device is set at barrage 103, when the sluice carries out water storage work to river
Industry is so that river level makes nature siphon drainage device start siphon operation higher than the highest bending position of the first siphon pipe in dam
Afterwards, sluice starts to discharge water to accelerate river level to decline, so that large area exposes the surface to be aerated side slope covering physical efficiency as early as possible.
After side slope nappe exposes the surface, side slope covers intracorporal water and quickly flows out or evaporate, so that side slope nappe
Biological growth structure and micro hole structure at air supplemented, it is empty after water level is down to the first siphon tube inlet or less
Gas enters the first siphon pipe, makes siphon job abort, water level can restore to rise.
In this example, best aeration state is side slope nappe in state when being partly immersed in water body in dike.
Preferably, biological culture structure of the present invention may include gravel, stone and the plant naturally on exposed river shoal
Object base (soil and plant roots and stems itself).
Claims (10)
1. a kind of biological treating water body method using water body siphoning installation, for that can build and carry the dike of embankment or barrage
Interior water body and the water body for needing periodically to drain or collecting-tank are administered, it is characterised in that: the device that the water body treating method uses
Including side slope nappe and water body tide device；The side slope nappe is the biology that water body embankment or barrage are laid along dike
Cultivate structure；The side slope nappe is artifact or spontaneous combustible substances with biological growth structure and micro hole structure；Institute
Stating biological growth structure is the artificial structure or natural structure for the biological attachment with purifying water body ability and growth, described
Micro hole structure forms the air-accumulating structure that can be supplied oxygen to biological growth structure；When water body tide device makes water body water level in dike
When dropping to side slope nappe and exposing the surface, side slope covers intracorporal water discharge so that micro hole structure receives air；When in dike
When water body water level rises the state for being dipped in the recovery of side slope nappe in water, air-accumulating structure supplies biological culture structure,
The biology with purifying water body ability adhered at biological culture structure purifies water body.
2. a kind of biological treating water body method using water body siphoning installation according to claim 1, it is characterised in that: when
When side slope nappe is artifact, the micro hole structure carries out biological processing molding with mineral material sinter, or
By mineral and the unburned machine-shaping of biomaterial.
3. a kind of biological treating water body method using water body siphoning installation according to claim 1, it is characterised in that: institute
Water body tide device is stated to be connected with water body in dike；Water body tide device includes automatic water gate, artificial sluice, natural siphon drainage dress
It sets, one of artificial siphon drainage device or a variety of.
4. a kind of biological treating water body method using water body siphoning installation according to claim 3, it is characterised in that: institute
Stating artificial siphon drainage device includes main siphon and siphon starting pipe；The beginning and end of the main siphon are placed in water body
Inside and outside embankment or barrage；The main siphon beginning is communicated with water body in dike and end height is lower than beginning；The rainbow
Starting pipe is inhaled to communicate with main siphon；When water level in dike need to be adjusted with artificial siphon drainage device, first make the end of main siphon
End is dipped at the outer water body of dike or temporary closure, then is made in main siphon with siphon starting pipe full of water；Start main siphon
Siphon operation is drawn to the water of water body in dike outside dike to reduce water level in dike, is exposed to biological culture structure in air to supplement
Oxygen in biological culture structure.
5. a kind of biological treating water body method using water body siphoning installation according to claim 4, it is characterised in that: institute
Siphon starting pipe is stated to be connected with water pump；The water pump is connected to obtain electric power with photovoltaic power generation equipment.
6. a kind of biological treating water body method using water body siphoning installation according to claim 3, it is characterised in that: institute
It states nature siphon drainage device and is across embankment or barrage two sides；Natural siphon drainage device is included in water drain road sequence
The first siphon pipe and the second siphon pipe being arranged；First siphon pipe beginning is located in dike at water body, the first siphon pipe beginning
The height of position is below side slope nappe；Second siphon tip is located at the drainage point outside dike and the second siphon pipe
Highest point is lower than the highest point of the first siphon pipe；First siphon tip is communicated with the second siphon pipe beginning；When water level is high in dike
When the highest of the first siphon pipe is bent position, water first flow to dike along the first siphon pipe, the second siphon pipe under the effect of gravity in dike
Outside, and in the process the air in the first siphon pipe and the second siphon pipe is discharged with impulsive force, makes the first siphon pipe, second
Siphon pipe is drawn to water in dike outside dike with siphonage, until water level is lower than the first siphon pipe beginning in dike.
7. a kind of biological treating water body method using water body siphoning installation according to claim 6, it is characterised in that: when
When the highest that water level is higher than the first siphon pipe in dike is bent position, water is first under the effect of gravity along the first siphon pipe, the second rainbow in dike
Suction pipe is flow to outside dike, and water flow takes out the second siphon pipe to start siphon to the first siphon pipe full of water in the process
It inhales, to make to generate negative pressure in the first siphon pipe and the air in the first siphon pipe is sucked out, to start the rainbow of the first siphon pipe
Inhale operation；Exhaust siphon pipe is equipped in second siphon pipe；The beginning of exhaust siphon pipe is located at the first siphon tip and end
End is located at the second siphon tip；The end for being vented siphon pipe is equipped with air intake duct, and exhaust siphon pipe position highest point of arching upward is low
It arches upward position minimum point in the second siphon pipe；Air intake duct extends to the first siphon pipe and arches upward the inner cavity top at position；When the second rainbow
When suction pipe is full of water, exhaust siphon pipe starting siphon draws water to the second siphon tip, and suction when drawing water is through air intake duct
It arches upward from the first siphon pipe and air is sucked out from position, to accelerate the siphon operation of the first siphon pipe of starting；
When being vented siphon pipe starting siphonic effect, water, the water level of the first siphon tip are first sucked out from the first siphon tip
After decline is exposed to exhaust siphon pipe beginning in the air of the first siphon tip, the first siphon pipe end is sucked out in exhaust siphon pipe
Stop siphon after the partial air at end, when the water flow that the first siphon pipe flows into is immersed in exhaust siphon pipe in water and is full of
After water, exhaust siphon pipe be again started up siphon with from from the first siphon tip be sucked out water and air.
8. a kind of biological treating water body method using water body siphoning installation according to claim 6, it is characterised in that: when
When the water body is the river with barrage, the water body tide device is set at barrage or the newly-built position of barrage
Place.
9. a kind of biological treating water body method using water body siphoning installation according to claim 8, it is characterised in that: when
When side slope nappe being needed to carry out storage gas, if the water body tide device is set at barrage, and water body tide device includes water
Lock and natural siphon drainage device；Then the sluice carries out water storage operation so that river level can be higher than the first rainbow in dam to river
The highest of suction pipe is bent position so that natural siphon drainage device with siphon operation dam inland river flowing water potential drop to side slope nappe with
Under.
10. a kind of biological treating water body method using water body siphoning installation according to claim 9, it is characterised in that:
First siphon pipe is set in the fixing groove at barrage dam crest or at embankment top or fixed ditch.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201811514493.5A CN109368806B (en) | 2018-12-12 | 2018-12-12 | Biological water treatment method by utilizing water siphon device |
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| CN201811514493.5A CN109368806B (en) | 2018-12-12 | 2018-12-12 | Biological water treatment method by utilizing water siphon device |
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| CN109368806B CN109368806B (en) | 2024-04-26 |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111924924A (en) * | 2020-07-16 | 2020-11-13 | 南昌大学 | System and method for discharging and plugging acidic waste water left in mine |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09137437A (en) * | 1995-11-09 | 1997-05-27 | Tatsuyoshi Kohara | Hydraulic power plant |
| JP2000154800A (en) * | 1998-11-18 | 2000-06-06 | Kumikawa Tekkosho:Kk | Device for siphon discharge channel |
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| CN108589674A (en) * | 2018-05-03 | 2018-09-28 | 四川大学 | A kind of change caliber the siphon priming device suitable for water variation |
| CN209797583U (en) * | 2018-12-12 | 2019-12-17 | 福州水研环境科技有限公司 | Water body treatment device driven by tidal force |
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| JPH09137437A (en) * | 1995-11-09 | 1997-05-27 | Tatsuyoshi Kohara | Hydraulic power plant |
| JP2000154800A (en) * | 1998-11-18 | 2000-06-06 | Kumikawa Tekkosho:Kk | Device for siphon discharge channel |
| KR20010099193A (en) * | 2001-09-10 | 2001-11-09 | 김무한 | A Composites of Porous Concrete for the Habitat of Aquatic Life and the Purification of the Water Quality, and Its Manufacture Method and Its Productions |
| CN207419409U (en) * | 2017-11-20 | 2018-05-29 | 中国电建集团成都勘测设计研究院有限公司 | A kind of siphon spillways startup structure |
| CN108589674A (en) * | 2018-05-03 | 2018-09-28 | 四川大学 | A kind of change caliber the siphon priming device suitable for water variation |
| CN209797583U (en) * | 2018-12-12 | 2019-12-17 | 福州水研环境科技有限公司 | Water body treatment device driven by tidal force |
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| CN111924924A (en) * | 2020-07-16 | 2020-11-13 | 南昌大学 | System and method for discharging and plugging acidic waste water left in mine |
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| CN109368806B (en) | 2024-04-26 |
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