CN207996462U - A kind of setting tablet device for separating mud and water - Google Patents
A kind of setting tablet device for separating mud and water Download PDFInfo
- Publication number
- CN207996462U CN207996462U CN201820122165.XU CN201820122165U CN207996462U CN 207996462 U CN207996462 U CN 207996462U CN 201820122165 U CN201820122165 U CN 201820122165U CN 207996462 U CN207996462 U CN 207996462U
- Authority
- CN
- China
- Prior art keywords
- water
- horizontal connection
- tablet
- fluidization tower
- pond body
- 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.)
- Active
Links
Landscapes
- Treatment Of Sludge (AREA)
Abstract
A kind of setting tablet device for separating mud and water, is related to device for separating mud and water.Equipped with pond body, tablet and horizontal connection are erect around fluidization tower;It is equipped in pond body and matches waterwall and effluent trough, outlet pipe is equipped in water outlet trench bottom, be equipped with sludge bucket in pond body lower part, the bottom of sludge bucket is equipped with sludge pipe;The setting tablet and horizontal connection are located at around fluidization tower in pond body, the setting tablet is used for positive advection and enters raw water, raw water streams horizontal connection around fluidization tower during advection between erectting tablet and forms waterpower Karman vortex street, body refuse particle is set slowly to be become larger by small under body refuse inertia force and the force action of water surface tension, horizontal connection is around the regular arrangement of fluidization tower, horizontal connection of the body refuse particle Jing Guo regular arrangement streams column and forms doubtful spiral of Archimedes track downslide, body refuse particle grain size during downslide becomes larger, quality becomes closely knit, last vertical slide-in sludge bucket is simultaneously periodically discharged by sludge pipe, supernatant is flowed out by crest of weir.
Description
Technical field
The utility model is related to device for separating mud and water, more particularly, to a kind of setting tablet device for separating mud and water.
Background technology
In water treatment plant and dirty (useless) water treatment plant, either use chemical treatment, physical treatment, materializing strategy,
Bioremediation all be unable to do without device for separating mud and water --- sedimentation basin or clarifying basin.Existing sedimentation basin or clarifying basin have with
Lower form:Flat flow, vertical-flow, radial-flow, Zhou Jinzhou go out formula, radial inflow etc., wherein rectangular sedimentation tank or clarifying basin are mesh
A kind of preceding most common device for separating mud and water of application.According to zero-speed principle and shallow pool theory, in rectangular sedimentation tank or clarifying basin
Middle some fillers of addition are to achieve the purpose that improve mud-water separation pond efficiency.The form of currently employed filler has various types horizontal
Inclined plate or horizontal inclined tube device.
Chinese patent CN206051646U discloses a kind of device for separating mud and water, including cylinder, the cylinder be equipped with water inlet,
Water outlet, mud discharging mouth and sludge pipe, the water inlet are equipped with water inlet pipe, which stretches into the opening on the inside of cylinder in ellipse
Shape, the opening are arranged horizontal by 30 ° of angles, and the opening is arranged with perpendicular in 30 ° of angles.The utility model is not deposited
The pressure release the problem of, treated, and water outlet can be transported to eminence or subordinate's processing equipment of distant place, rationally distributed, maintenance, clear
It washes conveniently, separative efficiency is high, good separating effect, and service life is long.
Chinese patent CN103408160A discloses a kind of Multiplate type mud water separation device, is related to technical field of sewage,
The solution is to prior art processing speed is slow, operating cost is high, and safeguards inconvenient technical problem.The device includes separation
Tank, sewage pump;The top of the knockout drum is equipped with water outlet, and cavity wall is equipped with water inlet, and bottom is equipped with sludge pipe;The sewage
The water inlet of pump is connected to a water inlet pipe, pumps the water inlet that mouth is connected to knockout drum;It is fixed in the inner cavity of the knockout drum more
The inclined mud-water separation plate of block plate face, each mud-water separation plate are above the water inlet of knockout drum;Between each mud-water separation plate there are
Gap between the plate of water flowing, and permeable garbage barrier net is capped between each plate at gap, the positive throwing in gap between of vertically-adjacent each plate
Shadow mutually staggers;The upper edge of each mud-water separation plate, or engaged with other mud-water separation plates, or engaged with the inner wall of knockout drum.It should
The device provided, the mud-water separation suitable for sewage disposal process are provided.
Invention content
The purpose of this utility model is that for the deficiency present in existing device for separating mud and water, provides and muddy water can be improved
Separate tank efficiency can replace various horizontal inclined plates or horizontal inclined tube device, and simple in structure, manufacturing cost is low, and spoil disposal slag gap is big
And it is vertical, it is not easy a kind of setting tablet device for separating mud and water blocked by body refuse.
The utility model is equipped with pond body, erects tablet and horizontal connection around fluidization tower;It is equipped in pond body and matches waterwall and water outlet
Slot is equipped with outlet pipe in water outlet trench bottom, is equipped with sludge bucket in pond body lower part, the bottom of sludge bucket is equipped with sludge pipe;It is described perpendicular
Vertical tablet and horizontal connection are located at around fluidization tower in pond body, and the setting tablet is used for positive advection and enters raw water, and raw water is being erect
Horizontal connection is streamed around fluidization tower and forms waterpower Karman vortex street during advection between tablet, in body refuse inertia force and water surface tension
Force action under so that body refuse particle is slowly become larger by small, around the regular arrangement of fluidization tower, body refuse particle passes through regular cloth for horizontal connection
The horizontal connection set streams column and forms doubtful spiral of Archimedes track downslide, and body refuse particle grain size during downslide becomes
Greatly, quality becomes closely knit, and last vertical slide-in sludge bucket is simultaneously periodically discharged by sludge pipe, and supernatant is flowed out by crest of weir.
The horizontal connection can be equipped at least 2 around fluidization tower.
According to zero-speed principle and shallow pool theory, the utility model presses principles of hydrodynamics, is meeting minimum Reynolds number
(Re) and on the basis of maximum Froude number (Fr), mud walks road water and travels by water, i.e., in vertical direction sludge it is vertical under
Sliding by water body advection motion not involved influences, so the utility model can reach expected in extremely short hydraulic detention time
Mud-water separation requirement.Its operation principle is as follows:Raw water forward direction advection enters setting tablet, raw water advection process between erectting tablet
In stream horizontal connection stream column formed waterpower Karman vortex street, make under body refuse inertia force and the force action of water surface tension
Body refuse particle is slowly become larger by small, and several horizontal connections Jing Guo regular arrangement stream column and form doubtful spiral of Archimedes
Track glides, and body refuse grain size during downslide is increasing, and quality is more and more closely knit.Last vertical slide-in sludge bucket is regular
Discharge, supernatant are flowed out by crest of weir.
Compared with existing device for separating mud and water, the utility model has technique effect following prominent:
The utility model provides one kind and mud-water separation can be improved for the deficiency present in existing device for separating mud and water
Pond efficiency can replace various horizontal inclined plates or horizontal inclined tube device, and simple in structure, manufacturing cost is low, and spoil disposal slag gap is big and vertical
Directly, it is not easy the setting tablet device for separating mud and water blocked by body refuse.
Description of the drawings
Fig. 1 is the structure composition schematic diagram of the utility model embodiment.
Fig. 2 illustrates for the pond body in Fig. 1, setting tablet, horizontal connection around fluidization tower, with the structure composition of waterwall and effluent trough
Figure.
Fig. 3 is the body refuse particle motion trajectory of the utility model embodiment.
Specific implementation mode
Following embodiment will be further described the utility model in conjunction with attached drawing.
Referring to Fig. 1 and 2, the utility model embodiment is equipped with pond body 1, erects tablet 2 and horizontal connection around fluidization tower 3;In pond
Body 1, which is equipped with, matches waterwall 4 and effluent trough 5, and outlet pipe 6 is equipped in 5 bottom of effluent trough, and sludge bucket 7 is equipped in 1 lower part of pond body, dirty
The bottom of bucket 7 is equipped with sludge pipe 8;The setting tablet 2 and horizontal connection are located at around fluidization tower 3 in pond body 1, the setting tablet
2 enter raw water 9 for positive advection, and raw water 9 is streamed horizontal connection around fluidization tower 3 during erectting 2 advections of tablet and formed
Waterpower Karman vortex street makes body refuse particle slowly be become larger by small under body refuse inertia force and the force action of water surface tension, horizontal
Around 3 regular arrangement of fluidization tower, the horizontal connection by regular arrangement forms doubtful spiral of Archimedes track around fluidization tower 3 for connection
(referring to Fig. 3, horizontal direction is water (flow) direction, is straight down body refuse particles sink direction) glides, process of the body refuse in downslide
Middle grain size becomes larger, and quality becomes closely knit, and last vertical slide-in sludge bucket 7 is simultaneously periodically discharged by sludge pipe 8, and supernatant is by crest of weir stream
Go out.
The horizontal connection is equipped at least 2 around fluidization tower 3.
The horizontal inclined plate of various types or horizontal inclined tube and the mud-water separation effect for erectting tablet are of equal value, hydraulic retentions
As time (HRT) with effective pond body volume size is also.But the difference is that erectting slab construction device than various types
The horizontal inclined plate of formula or horizontal tube apparatus structure are simple, and manufacturing cost is low;Spoil disposal slag gap is big and vertical, is not easy to be blocked by body refuse.
Materialization flco electrolyte or mixed liquor are completed mud-water separation by the utility model in very short time.According to zero-speed original
Reason and shallow pool theory are analyzed, and the shorter the time t of mud-water separation the better.L=V × t, h=u × t, as t → 0, L → 0, h
→0.Therefore the utility model can be realized and meet above-mentioned mechanism process.Body refuse by horizontal connection around fluidization tower stream rule under slip over
DV/ds is becoming larger in journey, forms velocity gradient, that is, body refuse particle generation acceleration dv/dt formation internal force F=mdv/dt and forces mud
Collide absorption movement in the same direction after solid impurity particle is mutually first incorgruous, therefore body refuse particle forced to change from small to big, by it is loose become it is closely knit and
Make it according to certain rules around the process of streaming of fluidization tower by way of horizontal connection --- the fast ski-running of spiral of Archimedes tracks
Enter mud-removing bucket.
The setting tablet spacing δ of the utility model is smaller, and inertia force is smaller, and viscous force is bigger, i.e., Reynolds number (Re) is smaller
It is bigger with Froude number (Fr)Therefore, according to this sincere gram, this (stokes) principle is got over
Be conducive to mud-water separation, strengthen and improve effluent quality.
Claims (2)
1. a kind of setting tablet device for separating mud and water, it is characterised in that be equipped with pond body, erect tablet and horizontal connection around fluidization tower;
Pond body, which is equipped with, matches waterwall and effluent trough, is equipped with outlet pipe in water outlet trench bottom, sludge bucket is equipped in pond body lower part, sludge bucket
Bottom is equipped with sludge pipe;The setting tablet and horizontal connection are located at around fluidization tower in pond body, and the setting tablet is for positive flat
Stream enters raw water, and raw water streams horizontal connection around fluidization tower during advection between erectting tablet and forms waterpower Karman vortex street,
So that body refuse particle is changed from small to big under body refuse inertia force and the force action of water surface tension, horizontal connection around the regular arrangement of fluidization tower,
Horizontal connection of the body refuse particle Jing Guo regular arrangement streams column and forms doubtful spiral of Archimedes track downslide, and body refuse particle exists
Grain size becomes larger during downslide, and quality becomes closely knit, and the last vertical sludge bucket that slides into simultaneously periodically is discharged by sludge pipe, supernatant by
Crest of weir flows out.
2. a kind of setting tablet device for separating mud and water as described in claim 1, it is characterised in that the horizontal connection is set around fluidization tower
There are at least 2.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820122165.XU CN207996462U (en) | 2018-01-25 | 2018-01-25 | A kind of setting tablet device for separating mud and water |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820122165.XU CN207996462U (en) | 2018-01-25 | 2018-01-25 | A kind of setting tablet device for separating mud and water |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207996462U true CN207996462U (en) | 2018-10-23 |
Family
ID=63837080
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820122165.XU Active CN207996462U (en) | 2018-01-25 | 2018-01-25 | A kind of setting tablet device for separating mud and water |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207996462U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108096884A (en) * | 2018-01-25 | 2018-06-01 | 厦门溢盛环保科技有限公司 | Erect tablet device for separating mud and water |
-
2018
- 2018-01-25 CN CN201820122165.XU patent/CN207996462U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108096884A (en) * | 2018-01-25 | 2018-06-01 | 厦门溢盛环保科技有限公司 | Erect tablet device for separating mud and water |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109607724B (en) | Integrated flocculation and precipitation device | |
| CN101879383B (en) | Turn-back flow high-efficiency rectangular double-layer settling pond | |
| CN102745771B (en) | Multi-phase flow assembly type sealing coalescence oil removing apparatus | |
| CN102755768B (en) | Sludge treatment device used at pressure type pumping and drainage outlet | |
| CN207996462U (en) | A kind of setting tablet device for separating mud and water | |
| CN108096884A (en) | Erect tablet device for separating mud and water | |
| CN202315444U (en) | Multilayer precipitator | |
| CN205556208U (en) | Baffling formula lacks aerobic reaction ware | |
| CN105152324B (en) | Anaerobic ammonia oxidation reactor capable of classifying sludge through cyclone | |
| CN103408160A (en) | Multiplate type mud water separation device | |
| CN104307216B (en) | Efficient swash plate oil removing sand-catching apparatus | |
| CN203253212U (en) | Rotary grid rotary cylinder structure of radial-flow type sludge scraper | |
| CN202700154U (en) | Sludge treatment device at pressure type water pumping and drainage outlet | |
| CN203281084U (en) | Anti-blocking precipitator | |
| CN202983304U (en) | Efficient vertical flow inclined plate settling pond | |
| CN202193678U (en) | Pre-oil removal-type high-efficiency sedimentation device used for mines | |
| CN213771750U (en) | Pressure-bearing type micro-vortex integrated sewage purification equipment and mixing device used by same | |
| CN103239904B (en) | Rotating grid rotary cylinder structure of radial flow mud scraper | |
| CN105148573B (en) | A kind of sedimentation tank for sewage disposal | |
| CN209392786U (en) | Deep cone thickener for the processing of hydropower industry sandstone wastewater | |
| CN206809837U (en) | A kind of sedimentation basin with floating type effluent weir | |
| CN206463554U (en) | A kind of high-efficiency swirl-type second pond | |
| CN203564865U (en) | Multi-plate mud-water separation device | |
| CN111498993A (en) | Intensive upflow integrated reactor and reaction control system thereof | |
| CN206391652U (en) | A kind of pipe chute precipitating equipment |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |