CN203095794U - Sewage treatment device - Google Patents
Sewage treatment device Download PDFInfo
- Publication number
- CN203095794U CN203095794U CN 201220747158 CN201220747158U CN203095794U CN 203095794 U CN203095794 U CN 203095794U CN 201220747158 CN201220747158 CN 201220747158 CN 201220747158 U CN201220747158 U CN 201220747158U CN 203095794 U CN203095794 U CN 203095794U
- Authority
- CN
- China
- Prior art keywords
- main reaction
- reaction area
- sewage disposal
- sewage
- reaction region
- 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.)
- Expired - Fee Related
Links
Landscapes
- Treatment Of Sludge (AREA)
Abstract
The utility model discloses a sewage treatment device which comprises a working pool. The working pool is internally provided with at least one group of sewage treatment units. Each sewage treatment unit comprises a contact selective area, a pre-reaction area and a main reaction area sequentially arranged along the length direction of the working pool; aerating systems are arranged at the bottoms of the pre-reaction area and the main reaction area; a water decanter is installed at the tail end of the main reaction area and used for immediately discharging qualified water out of the main reaction area; and sludge reflux pumps and residual sludge collecting pumps are installed at the bottoms of the contact selective area, the pre-reaction area and the main reaction area. According to the device provided by the utility model, due to the arrangement of the sludge contact selective areas, impact load caused by sewage amount and water quality change to the system is reduced and a part of nondegradable COD (Chemical Oxygen Demand) is absorbed and removed, so that the treatment load of subsequent treatment is reduced. The pre-reaction areas are arranged to remove phosphorous and nitrogen. Organic substances in sewage are degraded in the anoxic condition and the power expense is lowered further.
Description
Technical field
The utility model relates to a kind of sewage disposal device, and a kind of specifically CASS sewage disposal device belongs to the environmental protection equipment technical field.
Background technology
At present, because the producer that has of external CASS technology maintains secrecy to its technology, so the data of relevant CASS technology is very limited, most design variable all is semiempirical data.Sewage is after CASS technology, and COD, ammonia nitrogen can reach standard of drainage substantially, but TP, TN be because influent concentration and technology itself, and the TN index is not effectively controlled always.Traditional CAS S process using fixed point spoil disposal technology, it is few sludge volume to occur, moisture percentage in sewage sludge height, characteristics such as pressure filter dehydration difficulty.
The utility model content
Technical problem to be solved in the utility model is, solve the shortcoming that above prior art exists, a kind of sewage disposal device is provided, has simple structure, equipment manufacturing cost is low and the characteristics that occupy little space, and in operation, have incomparable simplicity, handiness and reliability.
The technical scheme that the utility model solves above technical problem is: propose a kind of sewage disposal device, comprise work pool, at least be provided with one group of sewage disposal unit in the described work pool, each described sewage disposal unit includes contact selection district, pre-reaction zone and the main reaction region that sets gradually along the work pool length direction, is provided with aerating system in the bottom of described pre-reaction zone and main reaction region; The tail end of described main reaction region is equipped with strains hydrophone, in order to the qualified water of main reaction region is in time discharged; Select the bottom of district, pre-reaction zone and main reaction region that sludge reflux pump and excess sludge collecting pump all are installed in described contact.
The technical scheme that the utility model further limits is: aforesaid sewage disposal device, described aerating system is made up of ABS engineering plastics pipe, adjusting support, regulated valve, electrically operated valve and blower fan, described blower fan through electrically operated valve and regulated valve be installed in the ABS engineering plastics pipe of regulating on the support and link to each other, on described ABS engineering plastics pipe, be evenly equipped with solarization air cap.
Aforesaid sewage disposal device, described blower fan is made up of at least three Root's blowers that are arranged in parallel.
Further, aforesaid sewage disposal device, described strain hydrophone by push rod, strain tank and floating drum is formed, the described tank of straining links to each other with described floating drum by pipeline, by described floating drum water is discharged; One section of described push rod links to each other with the described tank of straining, and the other end is installed on the sidewall of described work pool, regulates the described height of straining tank by described push rod.
The utility model has the advantages that: the utility model is selected the district by the mud contact is set, the impact load that the reduction sewage water yield, change of water quality are brought to system, and a part of nondegradable COD has been removed in absorption simultaneously, has reduced subsequent disposal partially disposed load; The setting of pre-reaction zone can reach the effect of dephosphorization denitrogenation; The organic substance of sewage has reduced power charge thereby sewage has been degraded under the oxygen condition of holding concurrently.The utility model will just sink in addition, aeration, two heavy combining in the pond carry out, and with the operation in each stage of time variable control, save floor space and initial cost, easily be automated control; Adopt submersible sewage pump as mud overboard pump and reflux pump, needn't build the mud pump house, reduced initial cost, be convenient to maintenance management.
Description of drawings
Fig. 1 is a structural representation of the present utility model.
Embodiment
Embodiment 1
A kind of sewage disposal device that present embodiment provides, structure as shown in Figure 1, comprise work pool 1, be provided with two groups of sewage disposal unit in the work pool side by side, each sewage disposal unit includes contact selection district 2, pre-reaction zone 3 and the main reaction region 4 that sets gradually along the work pool length direction, is provided with aerating system in the bottom of pre-reaction zone and main reaction region; The tail end of main reaction region is equipped with strains hydrophone, in order to the qualified water of main reaction region is in time discharged; Select the bottom of district 2, pre-reaction zone 3 and main reaction region 4 that sludge reflux pump 5 and excess sludge collecting pump all are installed in contact.Aerating system by the ABS engineering plastics pipe, regulate support, regulated valve, electrically operated valve and form by five Root's blowers that are arranged in parallel 6, blower fan through electrically operated valve and regulated valve be installed in the ABS engineering plastics pipe of regulating on the support and link to each other, on the ABS engineering plastics pipe, be evenly equipped with solarization air cap.Strain hydrophone by push rod 7, strain tank 8 and floating drum 9 is formed, strain tank and link to each other with floating drum by pipeline, by floating drum water is discharged; One section of push rod with strain tank and link to each other, the other end is installed on the sidewall of work pool, regulates the height of straining tank by push rod.
Work pool specification in the present embodiment is 30 * 26 * 6m, design useful volume 4000m
3, hydraulic detention time is 27h, pond body broad ways is divided into 2 sewage disposal unit side by side, but each unit independent operating.Every cell width is 13m, and total width is 26m.Be divided into contact along its length and select district, pre-reaction zone and main reaction region, length is respectively 2m, 3m and 25m, and pond body total length is 30m.Chi Shen is 6m, and available depth 5.5m(is the high 2m in mud district wherein, and the high 1.5m of buffer zone strains the high 2m in pool), the cycle draining is than being 25-30%.
The unitary design and operation cycle of sewage disposal is 6h, aeration 4.0h wherein, and precipitation 1.0h strains water 0.5h, spoil disposal and closes and put 0.5h.Dispose micro-hole aerator 500 covers in pre-reaction zone in every sewage disposal unit and the main reaction region altogether, five Root's blowers of aerating system configuration, three usefulness two are equipped with its air quantity 25m
3/ min, blast 0.7Kgf/ m2, power 55KW.Blower fan is installed in the Ventilator Room.Configuration rotary-type water decanter one cover is used for regular (carrying out automatically by the cycle of operation) water outlet in CASS pond is drained in each sewage disposal unit.Each one of sludge reflux pump and excess sludge collecting pump is set in each sewage disposal unit, is respectively applied for that mud in the CASS pond refluxes and the conveying of excess sludge.
In addition to the implementation, the utility model can also have other embodiments.All employings are equal to the technical scheme of replacement or equivalent transformation formation, all drop on the protection domain of the utility model requirement.
Claims (4)
1. sewage disposal device, comprise work pool, it is characterized in that: be provided with one group of sewage disposal unit in the described work pool at least, each described sewage disposal unit includes contact selection district, pre-reaction zone and the main reaction region that sets gradually along the work pool length direction, is provided with aerating system in the bottom of described pre-reaction zone and main reaction region; The tail end of described main reaction region is equipped with strains hydrophone, in order to the qualified water of main reaction region is in time discharged; Select the bottom of district, pre-reaction zone and main reaction region that sludge reflux pump and excess sludge collecting pump all are installed in described contact.
2. sewage disposal device as claimed in claim 1, it is characterized in that: described aerating system is made up of ABS engineering plastics pipe, adjusting support, regulated valve, electrically operated valve and blower fan, described blower fan through electrically operated valve and regulated valve be installed in the ABS engineering plastics pipe of regulating on the support and link to each other, on described ABS engineering plastics pipe, be evenly equipped with solarization air cap.
3. sewage disposal device as claimed in claim 2 is characterized in that: described blower fan is made up of at least three Root's blowers that are arranged in parallel.
4. sewage disposal device as claimed in claim 1 is characterized in that: described strain hydrophone by push rod, strain tank and floating drum is formed, the described tank of straining links to each other with described floating drum by pipeline, by described floating drum water is discharged; One section of described push rod links to each other with the described tank of straining, and the other end is installed on the sidewall of described work pool, regulates the described height of straining tank by described push rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220747158 CN203095794U (en) | 2012-12-31 | 2012-12-31 | Sewage treatment device |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN 201220747158 CN203095794U (en) | 2012-12-31 | 2012-12-31 | Sewage treatment device |
Publications (1)
Publication Number | Publication Date |
---|---|
CN203095794U true CN203095794U (en) | 2013-07-31 |
Family
ID=48847213
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN 201220747158 Expired - Fee Related CN203095794U (en) | 2012-12-31 | 2012-12-31 | Sewage treatment device |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN203095794U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105668779A (en) * | 2016-04-06 | 2016-06-15 | 厦门百仕洁环保科技有限公司 | Circular-oxygenation biochemical device |
-
2012
- 2012-12-31 CN CN 201220747158 patent/CN203095794U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105668779A (en) * | 2016-04-06 | 2016-06-15 | 厦门百仕洁环保科技有限公司 | Circular-oxygenation biochemical device |
CN105668779B (en) * | 2016-04-06 | 2019-05-21 | 厦门百仕洁环保科技有限公司 | A kind of circulating oxygenation biochemical device |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102923861B (en) | Constructed wetland for treating sewage with low carbon nitrogen ratio by utilizing ores | |
CN202131185U (en) | Sewage treatment system for farm | |
CN103880193B (en) | Build the method for vertical current constructed wetland processing breeding wastewater based on waterworks sludge | |
CN202499762U (en) | Anaerobic-aerobic integration bioreactor | |
CN102276110B (en) | Method for remedying micro-polluted water body and subsurface flow artificial wetland system | |
CN202594860U (en) | Anaerobic baffling internal circulation reactor | |
CN108558141A (en) | Country sewage biology-ecological assemblage processing system and processing method under cryogenic conditions | |
CN204625422U (en) | A kind of Sewage treatment systems | |
CN104692590A (en) | Sewage treatment system | |
CN104787958A (en) | Culturing farm sewage treatment system, and sewage treatment method | |
CN103819052A (en) | Zero-discharge system for wastewater of farm | |
CN102951731A (en) | Airlift oxidation ditch type membrane bioreactor | |
CN201433134Y (en) | Improved UASB reactor | |
CN103304029A (en) | Artificial soil infiltration system for treating rural distributed sewage | |
CN205635284U (en) | Sewage treatment device is bred in integration | |
CN203095794U (en) | Sewage treatment device | |
CN203807300U (en) | Double-pulse sewage treatment system | |
CN105819626A (en) | Combined customized sewage disposal system | |
CN102936082A (en) | Short-range aeration sewage purifier | |
CN104944696A (en) | Horizontal type sewage purification device which can be buried underground | |
CN108341560A (en) | A kind of Small Town Wastewater treatment process based on anaerobism MBR technology | |
CN204529615U (en) | Buried high-performance bio film sewage treatment device | |
CN205420084U (en) | Centralized treatment of domestic sewage process systems in villages and small towns | |
CN204779244U (en) | Horizontal effluent treatment plant | |
CN203402996U (en) | System for processing nitrogenous wastewater by utilizing acid neutralization residues and dehydration aluminum sludge |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130731 Termination date: 20201231 |
|
CF01 | Termination of patent right due to non-payment of annual fee |