CN208776533U - For purifying the unpowered processing system of mountain area sanitary sewage - Google Patents
For purifying the unpowered processing system of mountain area sanitary sewage Download PDFInfo
- Publication number
- CN208776533U CN208776533U CN201821351854.4U CN201821351854U CN208776533U CN 208776533 U CN208776533 U CN 208776533U CN 201821351854 U CN201821351854 U CN 201821351854U CN 208776533 U CN208776533 U CN 208776533U
- Authority
- CN
- China
- Prior art keywords
- aerobic tank
- purifying
- mountain area
- sanitary sewage
- processing system
- 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
Abstract
The utility model discloses a kind of for purifying the unpowered processing system of mountain area sanitary sewage, including anaerobic pond, aerobic tank, sedimentation basin, filtering ponds and the sterilization pool being sequentially communicated；Anaerobic pond is located above aerobic tank, and is provided with oblique drop water aeration section therebetween；Drop water aeration section includes bed course and hydraulic jump barricade；There is the gap being connected to anaerobic pond and aerobic tank between hydraulic jump barricade and bed course；Bed course, which closes on the side wall in gap, is staggeredly equipped with several gear stones；Aerobic tank and precipitating bottom of pond portion are tilted towards drop water aeration section direction.The present apparatus can effectively promote the treatment effeciency of mountain area sanitary sewage, reduce processing cost.
Description
Technical field
The utility model belongs to sanitary sewage disposal technical field, and in particular to a kind of for purifying mountain area sanitary sewage
Unpowered processing system.
Background technique
China, rural area, western mountainous areas geographical conditions are complicated, and the density of population is small, is influenced by terrain, and sewage is caused
It collects, processing difficulty, lacks enough financial resources and technical support in addition, domestic sewage treatment work difficulty reaches effective and administers effect
Fruit.And conventional life in the countryside processing technique such as: the administering methods such as contact oxidation method, SBR method, oxidation ditch, cyclic activated sludge system,
Easily cause operating cost high, operation is complicated, and easy management is not in place, and operating cost especially month after month throughout the year becomes local government
Heavy funds burden.
Utility model content
For above-mentioned deficiency in the prior art, it is dynamic that the utility model provides a kind of nothing for purifying mountain area sanitary sewage
Power processing system, can effectively solve that existing mountain area sanitary sewage disposal is at high cost, the problem of effect difference.
In order to solve the above technical problems, the technical solution adopted in the utility model are as follows:
There is provided it is a kind of for purifying the unpowered processing system of mountain area sanitary sewage, including the anaerobic pond, good being sequentially communicated
Oxygen pond, sedimentation basin, filtering ponds and sterilization pool；
Anaerobic pond is located above aerobic tank, and is provided with oblique drop water aeration section therebetween；Drop water aeration
Section includes bed course and hydraulic jump barricade；There is the gap being connected to anaerobic pond and aerobic tank between hydraulic jump barricade and bed course；Bed course
It closes on the side wall in gap and is staggeredly equipped with several gear stones；
Aerobic tank and precipitating bottom of pond portion are tilted towards drop water aeration section direction.
Preferably, the vertical drop at drop water aeration section both ends is greater than 1.5m.
Preferably, the gradient of aerobic tank and precipitating bottom of pond portion is 10%~15%.
Preferably, it is provided in sedimentation basin towards the inclined tilted block in aerobic tank direction；The gradient of tilted block is 60 °.
Preferably, bed course includes soil layer, and the concrete layer being set on soil layer；Concrete layer thickness is greater than 10cm,
And it is staggeredly equipped with several gear stones on it.
Preferably, gear stone is cobblestone, and the spacing kept off between stone is 3~5cm.
Preferably, anaerobic pond water inlet is provided with basket grid.
The utility model has the following beneficial effects:
1, sewage enters aerobic tank through drop water aeration section, under the obstruction of gear stone, forms small hydraulic jump, meanwhile, drop water aeration
The difference in height at section both ends is greater than 1.5m, and the broadening cross-section of river forms water curtain, and sewage is made to complete the process that nature is quickly oxygenated,
And water impact is formed by difference in height in drop arrival aerobic tank and achievees the purpose that stirring, promote treatment effeciency.
2, aerobic tank and precipitating bottom of pond portion towards drop water aeration section direction tilt, convenient for the sludge accumulation in aerobic tank with
And the mixing of sewage, then cooperate the tilted block towards aerobic tank being arranged in sedimentation basin, it is returned convenient for the activated sludge in sedimentation basin
It flow in aerobic tank.
3, due to having difference in height between anaerobic pond and aerobic tank, the sewage in anaerobic pond is moved without extraneous provide as a result,
Power can be entered in aerobic tank by drop water aeration section, simultaneously as precipitating bottom of pond portion is tilted towards aerobic tank, inside also be set
It is equipped with tilted block, the activated sludge in sedimentation basin can also be assembled in the case where no exterior power in automatic back flow to aerobic tank,
Cost of sewage disposal is saved.
4, the present apparatus by anaerobism, drop water aeration, aerobic tank, sedimentation basin come purifying domestic sewage, then through filter tank processing can
To reach in the level-one B standard in urban wastewater treatment firm pollutant emission standard, and it is stable, cost is relatively low, more routinely
Technique saves the energy consumption of about one third；Meanwhile operational management is simple, operation and its easy, practicable automation or manual
Operation；And mountain area has the characteristics that topography drop is larger, water is small, the unpowered mentality of designing of the compound present apparatus.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the present apparatus.
Wherein, 1, anaerobic pond；2, aerobic tank；3, sedimentation basin；4, basket grid；5, bed course；6, hydraulic jump barricade；7, gap；
8, stone is kept off；9, tilted block；10, soil layer；11, concrete layer；12, filtering ponds；13, sterilization pool.
Specific embodiment
Specific embodiment of the present utility model is described below, in order to facilitate understanding by those skilled in the art
The utility model, it should be apparent that the utility model is not limited to the range of specific embodiment, to the common skill of the art
For art personnel, if various change the attached claims limit and determine the utility model spirit and scope in,
These variations are it will be apparent that all are created using the utility model of the utility model design in the column of protection.
As shown in Figure 1, this is used to purify the unpowered processing system of mountain area sanitary sewage, including be sequentially communicated anaerobic pond 1,
Aerobic tank 2, sedimentation basin 3, filtering ponds 12 and sterilization pool 13, so that treated, water source is able to satisfy discharge standard.
As shown in Figure 1,1 water inlet of anaerobic pond is provided with basket grid 4, and have between anaerobic pond 1 and aerobic tank 2
Difference in height, and anaerobic pond 1 is located at the upper surface of aerobic tank 2, is then provided with oblique drop water aeration section therebetween, detests
It is connected between oxygen pond 1 and aerobic tank 2 by drop water aeration section.
As shown in Figure 1, the vertical drop at drop water aeration section both ends is greater than 1.5m comprising bed course 5 and hydraulic jump barricade 6,
And between bed course 5 and hydraulic jump barricade 6 have gap 7, the both ends in gap 7 respectively with 3 water inlet of 1 water outlet of anaerobic pond and aerobic tank
Connection.
As shown in Figure 1, the bed course 5 includes soil layer 10 and the concrete layer 11 being set to above soil layer 10, and concrete layer
11 thickness is greater than 10cm, and several gear stones 8 are then staggeredly equipped on concrete layer 11, so that water flow passes through drop water aeration section
When will form small hydraulic jump, the broadening cross-section of river forms water curtain, so that sewage is completed the process that nature is quickly oxygenated, and dropping
Water impact is formed by difference in height in arrival aerobic tank 2 and achievees the purpose that stirring, promotes treatment effeciency；Meanwhile it keeping off between stone 8
Spacing is 3~5cm, preferably gear 8 cobblestones of stone.
As shown in Figure 1, the bottom of aerobic tank 2 and sedimentation basin 3 along drop water aeration section direction tilt, gradient be 10~
15%, convenient for the mixing of sludge accumulation and sewage in aerobic tank 2, meanwhile, it is also provided in sedimentation basin 3 along aerobic tank 2
The inclined tilted block 9 in direction, the gradient is 60 °, convenient in the activity sludge reflux in sedimentation basin 3 to aerobic tank 2.
The course of work of the present apparatus are as follows:
Firstly, sanitary sewage filters out in sewage after biggish organic and inorganic particulate matter via basket grid 4, into detesting
In oxygen pond 1, the mixed fermentation in anaerobic pond 1, by sewage organic suspended matter and organic matter conversion to be decomposed into small molecule organic
The substances such as object, carbon dioxide, hydrogen and water can not only reduce the concentration of dirty Organic substance in water, and can improve the biochemistry of sewage
Than providing stable condition for aerobic tank biochemical reaction.
Then after the optimized unpowered drop water aeration of the water outlet of anaerobic pond 1, aerobic zone and and oxygen are formed in aerobic tank 2
Area, under the conditions of water flow mixing agitation, aerobic bacteria and amphimicrobe and the absorption of Organic substance in water matter, conversion form titanium dioxide after decomposing
After carbon and water, the organic pollutant in water is significantly degraded, and due to coexisting for amphimicrobe and aerobic bacteria, makes 2 system of aerobic tank
The stability of system has obtained biggish promotion.
It enters back into sedimentation basin 3 and precipitates, meanwhile, the activated sludge accumulated in sedimentation basin 3 can be back to aerobic tank 2 again again
In, after the water source generated in sedimentation basin 3 is handled using filter tank 12 and sterilization pool 13, that is, it can reach discharge standard, complete to life
The purified treatment of sewage living.
Specific embodiment is described in detail, but should not be construed as the restriction to the protection scope of this patent.?
In range described by claims, various modifications and deformation that those skilled in the art can make without creative work
Still belong to the protection scope of this patent.
Claims (7)
1. a kind of for purifying the unpowered processing system of mountain area sanitary sewage, which is characterized in that including the anaerobism being sequentially communicated
Pond (1), aerobic tank (2), sedimentation basin (3), filtering ponds (12) and sterilization pool (13)；
The anaerobic pond (1) is located above aerobic tank (2), and is provided with oblique drop water aeration section therebetween；Institute
Stating drop water aeration section includes bed course (5) and hydraulic jump barricade (6)；Have between the hydraulic jump barricade (6) and bed course (5) and anaerobism
The gap (7) that pond (1) is connected to aerobic tank (2)；The bed course (5), which is closed on the side walls of gap (7), is staggeredly equipped with several gears
Stone (8)；
The aerobic tank (2) and sedimentation basin (3) bottom are tilted towards drop water aeration section direction.
2. according to claim 1 for purifying the unpowered processing system of mountain area sanitary sewage, which is characterized in that described
The vertical drop at drop water aeration section both ends is greater than 1.5m.
3. according to claim 1 for purifying the unpowered processing system of mountain area sanitary sewage, which is characterized in that described
The gradient of aerobic tank (2) and sedimentation basin (3) bottom is 10%~15%.
4. according to claim 1 or 3 for purifying the unpowered processing system of mountain area sanitary sewage, which is characterized in that
It is provided in the sedimentation basin (3) towards the inclined tilted block in aerobic tank (2) direction (9)；The gradient of the tilted block (9) is
60°。
5. according to claim 1 for purifying the unpowered processing system of mountain area sanitary sewage, which is characterized in that described
Bed course (5) includes soil layer (10), and the concrete layer (11) being set on soil layer (10)；Concrete layer (11) thickness is big
In 10cm, and it is staggeredly equipped with several gear stones (8) on it.
6. according to claim 1 or 5 for purifying the unpowered processing system of mountain area sanitary sewage, which is characterized in that
The gear stone (8) is cobblestone, and the spacing kept off between stone (8) is 3~5cm.
7. according to claim 1 for purifying the unpowered processing system of mountain area sanitary sewage, which is characterized in that described
Anaerobic pond (1) water inlet is provided with basket grid (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821351854.4U CN208776533U (en) | 2018-08-21 | 2018-08-21 | For purifying the unpowered processing system of mountain area sanitary sewage |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821351854.4U CN208776533U (en) | 2018-08-21 | 2018-08-21 | For purifying the unpowered processing system of mountain area sanitary sewage |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208776533U true CN208776533U (en) | 2019-04-23 |
Family
ID=66157697
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821351854.4U Active CN208776533U (en) | 2018-08-21 | 2018-08-21 | For purifying the unpowered processing system of mountain area sanitary sewage |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208776533U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112320956A (en) * | 2020-12-02 | 2021-02-05 | 天津大学 | Series-type multistage drop oxygenation small-sized sewage treatment system |
-
2018
- 2018-08-21 CN CN201821351854.4U patent/CN208776533U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112320956A (en) * | 2020-12-02 | 2021-02-05 | 天津大学 | Series-type multistage drop oxygenation small-sized sewage treatment system |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN2799526Y (en) | Magnetic lightcatalyzed integral sewage regeneration and utilization device | |
| CN101643301A (en) | Method for purifying oil-containing waste water of catering and complete equipment thereof | |
| CN101792234A (en) | System for disposing artificial wetland sewage and disposal method thereof | |
| CN104310714B (en) | A kind of cultivation and system and technique thereof of butchering sewage processed | |
| CN102838256A (en) | Buried sewage treatment system | |
| CN111003906A (en) | Energy-saving and efficient municipal sewage treatment plant construction method | |
| CN102718360B (en) | Integrated livestock and poultry cultivating wastewater purification method | |
| CN203613071U (en) | Sewage treatment device | |
| CN203212433U (en) | Rural sewage treatment system | |
| CN104743737A (en) | Industrial printing and dyeing wastewater treatment method | |
| CN101585607B (en) | Preparation method for substrate of vertical-flow constructed wetlands | |
| CN110143719A (en) | A method of pressing down stifled aeration-type artificial wet land system and its purification sewage | |
| CN202912804U (en) | Constructed wetland and sewage treatment system | |
| CN200951980Y (en) | Housing estate closed water landscape hydrographic biological air-float treating apparatus | |
| CN208776533U (en) | For purifying the unpowered processing system of mountain area sanitary sewage | |
| CN109734254A (en) | A kind of small rural Domestic sewage collecting, processing, reusing integral system | |
| CN100572292C (en) | Medium water landscape water system organism gas float BOAG treatment method and device in community closed | |
| CN208327714U (en) | Rural domestic sewage treatment integrated apparatus | |
| CN106517699A (en) | Efficient household garbage sewage system and technology thereof | |
| CN214571406U (en) | Biochemical precipitation integrated equipment for treating organic wastewater | |
| CN201280478Y (en) | Starch wastewater ecological purification system | |
| CN211445407U (en) | Purify ecological dam device in black and odorous river course | |
| CN210635851U (en) | Facultative MBR sewage treatment tank and equipment | |
| CN209193741U (en) | A kind of reinforced lavatory dirt collection integral type harmless treatment device | |
| CN103304098A (en) | Volcanic filler-based sewage treatment system of biological aerated filter |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |