CN109351001A - The method of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry - Google Patents
The method of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry Download PDFInfo
- Publication number
- CN109351001A CN109351001A CN201811476258.3A CN201811476258A CN109351001A CN 109351001 A CN109351001 A CN 109351001A CN 201811476258 A CN201811476258 A CN 201811476258A CN 109351001 A CN109351001 A CN 109351001A
- Authority
- CN
- China
- Prior art keywords
- water
- area
- rectangle
- demarcation plate
- water treatment
- 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
Links
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/01—Separation of suspended solid particles from liquids by sedimentation using flocculating agents
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/02—Settling tanks with single outlets for the separated liquid
- B01D21/08—Settling tanks with single outlets for the separated liquid provided with flocculating compartments
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D21/00—Separation of suspended solid particles from liquids by sedimentation
- B01D21/24—Feed or discharge mechanisms for settling tanks
- B01D21/2427—The feed or discharge opening located at a distant position from the side walls
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5281—Installations for water purification using chemical agents
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F2001/007—Processes including a sedimentation step
Abstract
The invention discloses a kind of methods of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry, extremely simple water treatment facilities includes that front rectangle sewage enters area, middle part rectangle flocculation sedimentation area, rear portion rectangle clear water outflow area and deposition of dirt storehouse, it is equipped with demarcation plate A in middle part rectangle flocculation sedimentation area, rectangle clear water outflow area is equipped with demarcation plate B at rear portion.It uses the method that extremely simple water treatment facilities carries out the hauling type processing big marine pollution of water-coal-slurry: step 1: extremely simple water treatment facilities is put into the water body polluted by water-coal-slurry；Step 2: flocculant is added；Step 3: it is pulled along and ties up to the rope that front rectangle sewage enters area front end；Step 4: stop drawing rope, demarcation plate B, demarcation plate A are put back into initial position；Step 5: step 2 is repeated to four.Present invention reduces water lift processing costs, and do not account for land area or be not take up special ship, flexible, and processing is quickly and efficiently, low in cost.
Description
Technical field
The present invention relates to water treatment facilities, especially a kind of extremely simple water treatment facilities, and using at the pole Simple water
The method for managing the device hauling type processing big marine pollution of water-coal-slurry.
Background technique
Water-coal-slurry be by about 65% coal, 34% water and 1% a kind of low dirt for being obtained by Physical Processing of additive
Dye, high efficiency, can pipeline generation oily coal based fluid fuel.It changes the traditional combustion mode of coal, shows huge
Environmental protection and energy saving advantage.Especially in recent years, after using the technology path of waste resource recovery, the environment-protective water coal succeeded in developing
Slurry, can greatly improve the environmental benefit of water-coal-slurry under the premise of not increase expense.The guarantee of coal resources is enriched in China
Under, water-coal-slurry also has become most basic, the most economical clear energy sources of the energy such as substitution oil, gas.
However, water-coal-slurry is because in transport or transmission process, or because of pipeline breaking or because of traffic accident, it will lead to water
Coal slurry leaks and polluted-water, causes water surface pollution in wide area, keeps the water surface very dark, seriously affects Ecology.Currently, administering
The method of water-coal-slurry pollution is rarely reported, and is not heard even more more particularly to the immediate processing method of big water body water-coal-slurry pollution.
Summary of the invention
The object of the present invention is to provide a kind of extremely simple water treatment facilities and hauling type to handle the big marine pollution of water-coal-slurry
Method reduces water lift processing cost, and do not account for it is not necessary that the water polluted by water-coal-slurry is promoted to treatment plant on ship or on the bank
Land area is not take up special ship, flexible, and processing is quickly and efficiently, low in cost.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of extremely simple water treatment facilities, the trough-shaped body including floating on the water surface, the trough-shaped body is successively by the dirt of front rectangle
Water enters area, middle part rectangle flocculation sedimentation area and rear portion rectangle clear water outflow district's groups at the middle part rectangle flocculation is heavy
The bottom in shallow lake area is equipped with infundibulate deposition of dirt storehouse, and the front rectangle sewage enters the width in area and height is all larger than middle part
The width and height in rectangle flocculation sedimentation area, the width and height in middle part rectangle flocculation sedimentation area are all larger than rear portion rectangle
Clear water flows out the width and height in area, and front rectangle sewage, which enters between area and middle part rectangle flocculation sedimentation area, passes through transition
Section A linking is connected, described by changeover portion B between middle part rectangle flocculation sedimentation area and rear portion rectangle clear water outflow area
Middle part rectangle flocculation sedimentation area is equipped with, along upper demarcation plate A, to be equipped with across in slot in rear portion rectangle clear water outflow area
Across in slot, along upper demarcation plate B, the both ends cross bar A of the demarcation plate A are equipped with the lever A extended downwardly, the cross of demarcation plate B
The both ends bar B are equipped with the lever B extended downwardly.
The structure of the demarcation plate A are as follows: sagging diaphragm, the width and length of the diaphragm are hung on the cross bar A
Equal to or more than the width and length in middle part rectangle flocculation sedimentation area, diaphragm is equipped with the heavy pendant A of a row below；The demarcation plate B's
Structure are as follows: sagging plate is hung in the cross bar B, the width of the plate and the long rear portion rectangle clear water that is equal to flow out area
Wide and long, plate is equipped with the heavy pendant B(33 of a row below).
Each section slot bottom and each section side wall of the trough-shaped body are made of thin-film material, each piece of slot bottom film and each piece
The periphery of wall films is equipped with stay, cross stay A is equipped at the top of the both ends in middle part rectangle flocculation sedimentation area, in rear minister
Cross stay B is equipped at the top of the both ends in rectangular clear water outflow area.
Each stay positioned at the top of the trough-shaped body is the plastics that floatable bamboo pole, batten or both ends block
Pipe.
A method of hauling type, which is carried out, using the extremely simple water treatment facilities handles the big marine pollution of water-coal-slurry,
Feature includes the following steps:
Step 1: the extremely simple water treatment facilities is put into the water body polluted by water-coal-slurry, so that it is floated on the water surface, to quilt
After the water of water-coal-slurry pollution enters in the trough-shaped body of the extremely simple water treatment facilities, demarcation plate A is placed in middle part rectangle
Demarcation plate B, is placed in the front end in rear portion rectangle clear water outflow area by the front end in flocculation sedimentation area, demarcation plate A and demarcation plate B it
Between trough-shaped body form underwater water treatment vessels；
Step 2: being added flocculant, the calcium chloride solution that will have been dissolved in advance, and magnesium chloride or Adlerika are added to described
It is stirred evenly in underwater water treatment vessels, underwater water treatment vessels then is added in the polyacrylamide solution dissolved in advance again
It is interior, it stirs while adding, wherein calcium chloride dosage is 20-1000mg/l, and magnesium chloride or magnesium sulfate dosage are 20-1000mg/l,
Polyacrylamide dosage is 5-400mg/l；
Step 3: it after the water quality clarification in underwater water treatment vessels, extracts demarcation plate B out, is pulled along and ties up to front rectangle
Sewage enters the rope of area front end, pushes demarcation plate A slowly to move back into the intracorporal water body polluted by water-coal-slurry of flute profile, under water
Clear water in water treatment vessels flows out area's outflow by rear portion rectangle clear water；
Step 4: when demarcation plate A is moved to the rear end in middle part rectangle flocculation sedimentation area, stop drawing rope, by demarcation plate B
It is put back into initial position, then demarcation plate A extraction is put back into initial position, the trough-shaped body between demarcation plate A and demarcation plate B
Underwater water treatment vessels are formed again, and the water body of new inflow polluted by water-coal-slurry has been contained in the underwater water treatment vessels；
Step 5: step 2 is repeated to four；It, will using dirt sucking device when the sediment in infundibulate deposition of dirt storehouse will be full
In container of the sediment extraction ashore or on ship, to handle in next step.
Compared with prior art the beneficial effects of the present invention are: it is not necessary that the water polluted by water-coal-slurry is promoted on ship or bank
On treatment plant, reduce water lift processing cost, and do not account for land area or be not take up special ship, it is flexible, processing
Quickly and efficiently, low in cost.The flocculant component and proportion, can rapidly, efficiently precipitate water-coal-slurry, clean water quality
Effect is very outstanding, and precipitated water-coal-slurry dirt can also be delivered water-coal-slurry producer and re-work utilization.
For the cost for reducing calcium source and magnesium source, the brackish water portion after seawater or shrimp crab nursery is also can be used in conditional place
Point or replacing whole flocculation formula in calcium chloride, magnesium chloride or magnesium sulfate.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the extremely simple water treatment facilities of the present invention；
Fig. 2 is the side view of Fig. 1；
Fig. 3 is structural schematic diagram when Fig. 1 is pulled along.
Specific embodiment
In order to be more clear technical solution of the present invention, below in conjunction with attached drawing 1 to 3, the present invention is described in detail.
It should be understood that specific embodiment described in this specification is not intended to limit just for the sake of explaining the present invention
Protection scope of the present invention.
The present invention is a kind of extremely simple water treatment facilities, the trough-shaped body including floating on the water surface, the trough-shaped body successively by
Front rectangle sewage enters area 01, middle part rectangle flocculation sedimentation area 02 and rear portion rectangle clear water outflow area 03 and forms, institute
The bottom for stating middle part rectangle flocculation sedimentation area 02 is equipped with infundibulate deposition of dirt storehouse 25, and the front rectangle sewage enters area
01 width and height is all larger than the width and height in middle part rectangle flocculation sedimentation area 02, middle part rectangle flocculation sedimentation area 02
Width and height be all larger than rear portion rectangle clear water outflow area 03 width and height, front rectangle sewage enter area 01 with
It is connected between middle part rectangle flocculation sedimentation area 02 by changeover portion A012, middle part rectangle flocculation sedimentation area 02 is rectangular with rear portion
The outflow of shape clear water is connected between area 03 by changeover portion B023, is equipped in the middle part rectangle flocculation sedimentation area 02 across in slot
Along upper demarcation plate A20, rear portion rectangle clear water outflow area 03 be equipped with across in slot along upper demarcation plate B30, it is described
The both ends cross bar A22 of demarcation plate A20 are equipped with the lever A27 extended downwardly, and 32 both ends of cross bar B of demarcation plate B30 are all provided with oriented
The lever B36 of lower extension.
Preferably, the structure of the demarcation plate A20 are as follows: sagging diaphragm 21 is hung on the cross bar A22, it is described
The wide and long width and length for being equal to or more than middle part rectangle flocculation sedimentation area 02 of diaphragm 21, diaphragm 21 are equipped with a row below
Heavy pendant A23, it is mentioned here to be greater than, the width (vertical direction) of diaphragm 21 is primarily referred to as slightly larger than middle part rectangle flocculation sedimentation
The width in area 02 can preferably prevent the water in deposition of dirt storehouse 25 from flowing out in this way；The structure of the demarcation plate B30 are as follows: described
Sagging plate 31, the wide and long width for being equal to rear portion rectangle clear water outflow area 03 of the plate 31 are hung in cross bar B 32
And length, plate 31 are equipped with the heavy pendant B33 of a row below.
Each section slot bottom and each section side wall of the trough-shaped body are made of thin-film material, each piece of slot bottom film and each piece
The periphery of wall films is equipped with stay, cross stay A26 is equipped at the top of the both ends in middle part rectangle flocculation sedimentation area 02, rear
Cross stay B35 is equipped at the top of the both ends in minister's rectangular clear water outflow area 03.Cross stay A26, cross stay B35 and corresponding stay
Rapid plug structure can be used at docking.
Each stay positioned at the top of the trough-shaped body is the plastics that floatable bamboo pole, batten or both ends block
Pipe.Also it can according to need, install additional in floating body 1(figure and only depict one section of floating body 1, to make to illustrate.It is of course also possible to be other
The floating body of structure).The diaphragm 21 can be plastic film, colour bar waterproof membrane, geotextiles, canvas or rtificial leather.
In practical applications, what changeover portion B023 can be done is short as far as possible, so that the comparison that clear water excludes is complete；Why want
The width in middle part rectangle flocculation sedimentation area 02 is set to be greater than the width in rear portion rectangle clear water outflow area 03, make middle part rectangle wadding
The height of solidifying settling zone 02 is greater than the height in rear portion rectangle clear water outflow area 03, and it is rectangular to can reduce rear portion for such structure
Shape clear water flows out the cross-sectional area in area 03, so as to greatly reduce the area of demarcation plate B30, so reduce the river water of flowing
The pressure of (or lake water) to demarcation plate B30.The plate 31 of the demarcation plate B30 can use plastic plate, can on the plastic plate
To add strengthening support, demarcation plate B30 is moved backward in order to prevent, can be in the two sides of rear portion rectangle clear water outflow 03 front end of area
Guide groove is set.
The method for carrying out the hauling type processing big marine pollution of water-coal-slurry using above-mentioned extremely simple water treatment facilities, feature packet
Include following steps:
Step 1:
The extremely simple water treatment facilities is put into the water body polluted by water-coal-slurry, so that it is floated on the water surface, to by water-coal-slurry
After the water of pollution enters in the trough-shaped body of the extremely simple water treatment facilities, demarcation plate A20 is placed in middle part rectangle and is flocculated
Demarcation plate B30 is placed in the front end in rear portion rectangle clear water outflow area 03, demarcation plate A20 and separation by the front end of settling zone 02
Trough-shaped body between plate B30 forms underwater water treatment vessels；
Step 2: flocculant is added
The calcium chloride solution that will have been dissolved in advance, magnesium chloride or Adlerika, are added in the underwater water treatment vessels and stir
It mixes uniformly, then the polyacrylamide solution dissolved in advance is added in underwater water treatment vessels again, stirs while adding,
In, calcium chloride dosage is 20-1000mg/l, and magnesium chloride or magnesium sulfate dosage are 20-1000mg/l, and polyacrylamide dosage is 5-
400mg/l；
Specifically, calcium chloride dosage is 20mg/l, and magnesium chloride or magnesium sulfate dosage are when water-coal-slurry pollution level is lower
20mg/l, polyacrylamide dosage are 5mg/l；When water-coal-slurry pollution level is medium, calcium chloride dosage is 510mg/l, chlorination
Magnesium or magnesium sulfate dosage are 510mg/l, and polyacrylamide dosage is 202.5mg/l；When water-coal-slurry pollution level is higher, chlorination
Calcium dosage is 1000mg/l, and magnesium chloride or magnesium sulfate dosage are 1000mg/l, and polyacrylamide dosage is 400mg/l；
Step 3:
After in underwater water treatment vessels water quality clarification after, extract out demarcation plate B30, be pulled along tie up to front rectangle sewage into
The rope for entering 01 front end of area pushes demarcation plate A20 slowly to move back, underwater water into the intracorporal water body polluted by water-coal-slurry of flute profile
Clear water in process container flows out area 03 by rear portion rectangle clear water and flows out；
Step 4:
When demarcation plate A20 is moved to the rear end in middle part rectangle flocculation sedimentation area 02, stop drawing rope, by demarcation plate B30
It is put back into initial position, then demarcation plate A20 extraction is put back into initial position, between demarcation plate A20 and demarcation plate B30
Trough-shaped body forms underwater water treatment vessels again, and the water of new inflow polluted by water-coal-slurry has been contained in the underwater water treatment vessels
Body.
In practical applications, what changeover portion B023 can be done is short as far as possible, so that the comparison that clear water excludes is complete；Why want
The width in middle part rectangle flocculation sedimentation area 02 is set to be greater than the width in rear portion rectangle clear water outflow area 03, make middle part rectangle wadding
The height of solidifying settling zone 02 is greater than the height in rear portion rectangle clear water outflow area 03, and it is rectangular to can reduce rear portion for such structure
Shape clear water flows out the cross-sectional area in area 03, so as to greatly reduce the area of demarcation plate B30, so reduce the river water of flowing
The pressure of (or lake water) to demarcation plate B30.
Step 5:
Step 2 is repeated to four, until water quality meets the requirements；When the sediment in infundibulate deposition of dirt storehouse 25 will be full,
The sediment is extracted out in container ashore or on ship using dirt sucking device, to handle in next step.
Claims (5)
1. a kind of extremely simple water treatment facilities, the trough-shaped body including floating on the water surface, it is characterised in that: the trough-shaped body successively by
Front rectangle sewage enters area (01), middle part rectangle flocculation sedimentation area (02) and rear portion rectangle clear water outflow area (03) group
At the bottom of the middle part rectangle flocculation sedimentation area (02) is equipped with infundibulate deposition of dirt storehouse (25), the front rectangle
Sewage enters the width in area (01) and is highly all larger than the width and height in middle part rectangle flocculation sedimentation area (02), and middle part is rectangular
The width and height in shape flocculation sedimentation area (02) are all larger than the width and height of rear portion rectangle clear water outflow area (03), former minister
Rectangular sewage enters between area (01) and middle part rectangle flocculation sedimentation area (02) and is connected by changeover portion A(012), and middle part is rectangular
Pass through changeover portion B(023 between shape flocculation sedimentation area (02) and rear portion rectangle clear water outflow area (03)) it is connected, at the middle part
Rectangle flocculation sedimentation area (02) be equipped with across in slot along upper demarcation plate A(20), the rear portion rectangle clear water flow out area
(03) be equipped with across in slot along upper demarcation plate B(30), the demarcation plate A(20) cross bar A(22) both ends are equipped with to downward
The lever A(27 stretched), demarcation plate B(30) cross bar B (32) both ends be equipped with the lever B(36 extended downwardly).
2. extremely simple water treatment facilities according to claim 1, it is characterised in that: the demarcation plate A(20) structure are as follows:
The cross bar A(22) on be hung with sagging diaphragm (21), the width of the diaphragm (21) and long be equal to or more than middle minister
The width and length of rectangular flocculation sedimentation area (02), diaphragm (21) are equipped with the heavy pendant A(23 of a row below)；The demarcation plate B(30)
Structure are as follows: be hung with sagging plate (31) on the cross bar B (32), the width and length of the plate (31) are equal to rear portion rectangle
Clear water flows out the width and length of area (03), and plate (31) is equipped with the heavy pendant B(33 of a row below).
3. extremely simple water treatment facilities according to claim 2, it is characterised in that: each section slot bottom of the trough-shaped body and
Each section side wall is made of thin-film material, and the periphery of each piece of slot bottom film and each piece of wall films is equipped with stay, at middle part
Cross stay A(26 is equipped at the top of the both ends in rectangle flocculation sedimentation area (02)), the two of rectangle clear water outflow area (03) at rear portion
End top is equipped with cross stay B(35).
4. according to claim 1 to extremely simple water treatment facilities described in any claim in 3, it is characterised in that: be located at institute
The each stay for stating the top of trough-shaped body is the plastic tube of floatable bamboo pole, batten or both ends closure.
5. a kind of carry out hauling type processing using extremely simple water treatment facilities described in any claim in Claims 1-4 4
The method of the big marine pollution of water-coal-slurry, feature include the following steps:
Step 1: the extremely simple water treatment facilities is put into the water body polluted by water-coal-slurry, so that it is floated on the water surface, to quilt
After the water of water-coal-slurry pollution enters in the trough-shaped body of the extremely simple water treatment facilities, demarcation plate A(20) is placed in middle minister
Demarcation plate B(30) is placed in the front end of rear portion rectangle clear water outflow area (03) by the front end of rectangular flocculation sedimentation area (02), point
Partition A(20) and demarcation plate B(30) between trough-shaped body form underwater water treatment vessels；
Step 2: flocculant is added
The calcium chloride solution that will have been dissolved in advance, magnesium chloride or Adlerika, are added in the underwater water treatment vessels and stir
It mixes uniformly, then the polyacrylamide solution dissolved in advance is added in underwater water treatment vessels again, stirs while adding,
In, calcium chloride dosage is 20-1000mg/l, and magnesium chloride or magnesium sulfate dosage are 20-1000mg/l, and polyacrylamide dosage is 5-
400mg/l；
Step 3:
After the water quality clarification in underwater water treatment vessels, demarcation plate B(30 is extracted out), it is pulled along and ties up to front rectangle sewage
Into the rope of area (01) front end, demarcation plate A(20 is pushed into the intracorporal water body polluted by water-coal-slurry of flute profile) slowly move back,
Clear water in underwater water treatment vessels passes through rear portion rectangle clear water outflow area (03) outflow；
Step 4:
When demarcation plate A(20) is moved to the rear end in middle part rectangle flocculation sedimentation area (02), stop drawing rope, by demarcation plate
B(30 it) is put back into initial position, then demarcation plate A(20) extraction is put back into initial position, demarcation plate A(20) and demarcation plate
B(30 the trough-shaped body between) forms underwater water treatment vessels again, contained in the underwater water treatment vessels new inflow by water
The water body of coal slurry pollution；
Step 5:
Step 2 is repeated to four；When the sediment in infundibulate deposition of dirt storehouse (25) will be full, using dirt sucking device by institute
It states in container of the sediment extraction ashore or on ship, to handle in next step.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811476258.3A CN109351001A (en) | 2018-12-04 | 2018-12-04 | The method of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811476258.3A CN109351001A (en) | 2018-12-04 | 2018-12-04 | The method of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109351001A true CN109351001A (en) | 2019-02-19 |
Family
ID=65331132
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811476258.3A Pending CN109351001A (en) | 2018-12-04 | 2018-12-04 | The method of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109351001A (en) |
Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2278686Y (en) * | 1996-11-14 | 1998-04-15 | 王斌 | Equipment for high-efficiency purifying waste water and sewage |
| CN202046952U (en) * | 2011-04-08 | 2011-11-23 | 中国船舶重工集团公司第七○二研究所 | Rapid treatment device for algae-containing sewage |
| KR101351354B1 (en) * | 2013-12-02 | 2014-01-14 | 박경희 | Water purification system with improved adsorbing ability of pollution source and purification method |
| DE102012017776A1 (en) * | 2012-09-07 | 2014-03-13 | Sfc Umwelttechnik Gmbh | Device useful for discharging clear water from sedimentation region, preferably sludge wastewater treatment plant, comprises discharge trough for receiving clear water at sedimentation region, drop tube, collection tube, and moving device |
| KR101544546B1 (en) * | 2015-03-31 | 2015-08-21 | 주식회사 케이디 | Hybrid simple sewage treatment method and apparatus having high-speed sedimentation and floatation |
| CN105948390A (en) * | 2016-06-08 | 2016-09-21 | 上海中韩术环境科技有限公司 | Floating type device riverway bottom pollutant removing and purifying device and method |
| CN106495357A (en) * | 2016-10-10 | 2017-03-15 | 天津科技大学 | A kind of algal tufa is emergent to salvage handling process and equipment |
| CN107010726A (en) * | 2017-02-18 | 2017-08-04 | 浙江联池水务设备股份有限公司 | One kind is drifted along formula water cleaning systems |
| CN108791731A (en) * | 2018-04-28 | 2018-11-13 | 六安荣耀创新智能科技有限公司 | A kind of lake algae cleaning plant |
| CN209475655U (en) * | 2018-12-04 | 2019-10-11 | 浙江爱科乐环保有限公司 | A kind of extremely simple water treatment facilities |
-
2018
- 2018-12-04 CN CN201811476258.3A patent/CN109351001A/en active Pending
Patent Citations (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2278686Y (en) * | 1996-11-14 | 1998-04-15 | 王斌 | Equipment for high-efficiency purifying waste water and sewage |
| CN202046952U (en) * | 2011-04-08 | 2011-11-23 | 中国船舶重工集团公司第七○二研究所 | Rapid treatment device for algae-containing sewage |
| DE102012017776A1 (en) * | 2012-09-07 | 2014-03-13 | Sfc Umwelttechnik Gmbh | Device useful for discharging clear water from sedimentation region, preferably sludge wastewater treatment plant, comprises discharge trough for receiving clear water at sedimentation region, drop tube, collection tube, and moving device |
| KR101351354B1 (en) * | 2013-12-02 | 2014-01-14 | 박경희 | Water purification system with improved adsorbing ability of pollution source and purification method |
| KR101544546B1 (en) * | 2015-03-31 | 2015-08-21 | 주식회사 케이디 | Hybrid simple sewage treatment method and apparatus having high-speed sedimentation and floatation |
| CN105948390A (en) * | 2016-06-08 | 2016-09-21 | 上海中韩术环境科技有限公司 | Floating type device riverway bottom pollutant removing and purifying device and method |
| CN106495357A (en) * | 2016-10-10 | 2017-03-15 | 天津科技大学 | A kind of algal tufa is emergent to salvage handling process and equipment |
| CN107010726A (en) * | 2017-02-18 | 2017-08-04 | 浙江联池水务设备股份有限公司 | One kind is drifted along formula water cleaning systems |
| CN108791731A (en) * | 2018-04-28 | 2018-11-13 | 六安荣耀创新智能科技有限公司 | A kind of lake algae cleaning plant |
| CN209475655U (en) * | 2018-12-04 | 2019-10-11 | 浙江爱科乐环保有限公司 | A kind of extremely simple water treatment facilities |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN101801536A (en) | Water remediation and biosolids collection system and associated methods | |
| CN104529089A (en) | Small purifying system for heavily-polluted river | |
| CN110040917A (en) | A kind of the fast purification system and its processing method of black and odorous water | |
| CN105036375A (en) | Method for driving external circulation of water to realize aeration oxygenation by utilizing natural wind energy to lift water | |
| CN102531170B (en) | Ecological pond system of water body circulation flow oxygenation | |
| CN104016520B (en) | Device for pre-treating coal chemical industry wastewater by air flotation coupled with coagulation and method for pre-treating coal chemical industry wastewater by device | |
| CN209475655U (en) | A kind of extremely simple water treatment facilities | |
| CN106930230A (en) | The governing system and method for a kind of tidal black-odor riverway of single-pass | |
| CN201168467Y (en) | Highly effective clarification tank for yellow river water | |
| CN109351001A (en) | The method of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry | |
| CN104404930A (en) | River mouth power generation system for river emptying into sea | |
| CN201817347U (en) | Gas generating sewage water treatment unit | |
| CN204134756U (en) | A kind of novel deliming equipment | |
| CN105152287A (en) | Town river course water quality management method | |
| CN104016546B (en) | Environment-friendly artificial wetland system for purifying dredging remained water/tail water | |
| CN110330176A (en) | Water pollution governing system and method based on combined artificial wetland | |
| CN205473251U (en) | Multi -functional sediment denitrogenation system | |
| CN204198567U (en) | The sorting dewatering unit of a kind of river and reservoir deposits | |
| CN209519397U (en) | It is a kind of to improve the reuse pool for taking water water quality | |
| CN106430739A (en) | Sea-water-desalination pre-treatment system and technology for nuclear power station | |
| CN207085480U (en) | A kind of ecosystem for removing water body recovery technology | |
| CN205627192U (en) | Inclined pipe precipitation device | |
| CN209259821U (en) | A kind of chemical nickle-plating wastewater processing system of vulcanized sodium combination hydrogen peroxide | |
| CN103395903A (en) | Sewage treatment device | |
| CN205687752U (en) | A kind of river water cleaning ship |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |