CN209475655U - A kind of extremely simple water treatment facilities - Google Patents
A kind of extremely simple water treatment facilities Download PDFInfo
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- CN209475655U CN209475655U CN201822025891.2U CN201822025891U CN209475655U CN 209475655 U CN209475655 U CN 209475655U CN 201822025891 U CN201822025891 U CN 201822025891U CN 209475655 U CN209475655 U CN 209475655U
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Abstract
The utility model discloses a kind of extremely simple water treatment facilities, including trough-shaped body, the trough-shaped body successively enters area by front rectangle sewage, middle part rectangle flocculation sedimentation area and rear portion rectangle clear water outflow district's groups at, the bottom in middle part rectangle flocculation sedimentation area is equipped with infundibulate deposition of dirt storehouse, front rectangle sewage enters between area and middle part rectangle flocculation sedimentation area and is connected by changeover portion A, it is connected between middle part rectangle flocculation sedimentation area and rear portion rectangle clear water outflow area by changeover portion B, middle part rectangle flocculation sedimentation area be equipped with across in slot along upper demarcation plate A, at rear portion rectangle clear water outflow area be equipped with across in slot along upper demarcation plate B, the both ends cross bar A of demarcation plate A are equipped with the lever A extended downwardly, the cross bar B both ends of demarcation plate B are equipped with the lever B extended downwardly.The utility model reduces water lift processing cost, and does 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 utility model relates to water treatment facilities, especially a kind of extremely simple water treatment facilities.
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.
Utility model content
The purpose of the utility model is to provide a kind of extremely simple water treatment facilities, the water without will be polluted by water-coal-slurry is promoted
Treatment plant on to ship or on the bank reduces water lift processing cost, and does not account for land area or be not take up special ship, flexibly
Motor-driven, processing is quickly and efficiently, low in cost.
To achieve the above objectives, the present invention adopts the following technical solutions:
A kind of extremely simple water treatment facilities, the trough-shaped body including floating on the water surface, the trough-shaped body are successively rectangular by front
Shape sewage enters area, middle part rectangle flocculation sedimentation area and rear portion rectangle clear water outflow district's groups into the middle part rectangle wadding
The bottom of solidifying settling zone is equipped with infundibulate deposition of dirt storehouse, and the front rectangle sewage enters the width in area and height is all larger than
The width and height in middle part rectangle flocculation sedimentation area, the width and height in middle part rectangle flocculation sedimentation area are all larger than rear minister
The width and height in rectangular clear water outflow area, front rectangle sewage, which enters between area and middle part rectangle flocculation sedimentation area, to be passed through
Changeover portion A linking is connected between middle part rectangle flocculation sedimentation area and rear portion rectangle clear water outflow area by changeover portion B,
The middle part rectangle flocculation sedimentation area, which is equipped with, along upper demarcation plate A, flows out area in the rear portion rectangle clear water across in slot
Equipped with 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, demarcation plate B
Cross bar B both ends be 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.
Compared with prior art the beneficial effects of the utility model are: it is not necessary that the water polluted by water-coal-slurry is promoted on ship
Or treatment plant on the bank, water lift processing cost is reduced, and do not account for land area or be not take up special ship, it is flexible,
Processing is quickly and efficiently, low in cost.The flocculant component and proportion, can rapidly, efficiently precipitate water-coal-slurry, clean water
The effect of matter is very outstanding, and precipitated water-coal-slurry dirt can also be delivered water-coal-slurry producer and re-work utilization.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the extremely simple water treatment facilities of the utility model；
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 the technical solution of the utility model, below in conjunction with attached drawing 1 to 3, the utility model is carried out
It is described in detail.It should be understood that specific embodiment described in this specification is used for the purpose of explaining the utility model, and
It is not configured to limit the protection scope of the utility model.
The utility model is a kind of extremely simple water treatment facilities, the trough-shaped body including floating on the water surface, the trough-shaped body according to
It is secondary that area 01, middle part rectangle flocculation sedimentation area 02 and 03 group of area of rear portion rectangle clear water outflow are entered by front rectangle sewage
At the bottom in the middle part rectangle flocculation sedimentation area 02 is equipped with infundibulate deposition of dirt storehouse 25, the front rectangle sewage
Width and height into area 01 are all larger than the width and height in middle part rectangle flocculation sedimentation area 02, and rectangle flocculation in middle part is heavy
The width and height in shallow lake area 02 are all larger than the width and height in rear portion rectangle clear water outflow area 03, and front rectangle sewage enters
It is connected between area 01 and middle part rectangle flocculation sedimentation area 02 by changeover portion A012, middle part rectangle flocculation sedimentation area 02 is with after
Minister's rectangular clear water outflow is connected between area 03 by changeover portion B023, is equipped with cross in the middle part rectangle flocculation sedimentation area 02
Across 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, the both ends cross bar A22 of the demarcation plate A20 are equipped with the lever A27 extended downwardly, 32 both ends of cross bar B of demarcation plate B30
It is equipped with the lever B36 extended downwardly.
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 is following to walk
It is rapid:
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
After the water of coal slurry pollution enters in the trough-shaped body of the extremely simple water treatment facilities, demarcation plate A20 is placed in middle part rectangle
The front end in flocculation sedimentation area 02, by demarcation plate B30 be placed in rear portion rectangle clear water outflow area 03 front end, demarcation plate A20 with
Trough-shaped body between demarcation 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 to the underwater water treatment vessels
It inside stirs evenly, then the polyacrylamide solution dissolved in advance is added in underwater water treatment vessels again, is stirred when being added
It mixes, wherein calcium chloride dosage is 20-1000mg/l, and magnesium chloride or magnesium sulfate dosage are 20-1000mg/l, and polyacrylamide is used
Amount 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 the water quality clarification in underwater water treatment vessels, demarcation plate B30 is extracted out, be pulled along and tie up to front rectangle dirt
Water enters the rope of 01 front end of area, pushes demarcation plate A20 slowly to move back into the intracorporal water body polluted by water-coal-slurry of flute profile, water
Clear water in lower water treatment vessels 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 is put back into initial position, then demarcation plate A20 extraction is put back into initial position, demarcation plate A20 and demarcation plate B30 it
Between trough-shaped body form underwater water treatment vessels again, contained being polluted by water-coal-slurry for new inflow in the underwater water treatment vessels
Water 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
Man Shi is extracted the sediment in container ashore or on ship out using dirt sucking device, to handle in next step.
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.
Claims (4)
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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822025891.2U CN209475655U (en) | 2018-12-04 | 2018-12-04 | A kind of extremely simple water treatment facilities |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822025891.2U CN209475655U (en) | 2018-12-04 | 2018-12-04 | A kind of extremely simple water treatment facilities |
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| Publication Number | Publication Date |
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| CN209475655U true CN209475655U (en) | 2019-10-11 |
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| CN201822025891.2U Active CN209475655U (en) | 2018-12-04 | 2018-12-04 | A kind of extremely simple water treatment facilities |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109351001A (en) * | 2018-12-04 | 2019-02-19 | 浙江爱科乐环保有限公司 | The method of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry |
-
2018
- 2018-12-04 CN CN201822025891.2U patent/CN209475655U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109351001A (en) * | 2018-12-04 | 2019-02-19 | 浙江爱科乐环保有限公司 | The method of extremely simple water treatment facilities and the hauling type processing big marine pollution of water-coal-slurry |
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