CN202322570U - Organic wastewater treatment device - Google Patents
Organic wastewater treatment device Download PDFInfo
- Publication number
- CN202322570U CN202322570U CN2011204723675U CN201120472367U CN202322570U CN 202322570 U CN202322570 U CN 202322570U CN 2011204723675 U CN2011204723675 U CN 2011204723675U CN 201120472367 U CN201120472367 U CN 201120472367U CN 202322570 U CN202322570 U CN 202322570U
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- water
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- organic wastewater
- reactor
- bio
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Abstract
The utility model relates to an organic wastewater treatment device, comprising a coflow pressure bioreactor and a pressure filter. A high-efficiency biological filter material is filled in the coflow pressure bioreactor, active organisms are loaded on the high-efficiency biological filter material, organic wastewater and air are respectively guided into the bottom of a reactor through a water pump and an air blower, air and water flow upwards through a biological filter material layer, the active organisms on a filter material can be used for separating organic substances in the water under participation of oxygen, discharged water flows into the pressure filter, is further deeply filtered to be collected and then is taken as backwash water, and residual water is discharged. The organic wastewater treatment device disclosed by the utility model is fully sealed and runs under pressure, a running process is controlled by a PLC (Programmable Logic Controller) program and is fully automated without manual operation. According to the quality of suitably charged water, BOD5 is smaller than 1,000mg/L, and SS is smaller than 150mg/L.
Description
Technical field
The utility model relates to a kind of treatment of Organic Wastewater equipment, specifically a kind of environmental protection equipment that utilizes concurrent pressure bio-reactor and pressure filter technical finesse organic waste water.
Background technology
At present, it is not enough below the ubiquity to adopt biological process to handle in the process of organic waste water: distribute rank smell in the biological treatment process, pollute surrounding enviroment; Processing efficiency is low, go out water unstable; Must the environmental protection professional manage; In addition, civilwork engineering quantity is big, and the construction time is long.
Summary of the invention
The utility model is just in order to overcome above-mentioned deficiency; A kind of novel treatment of Organic Wastewater equipment is provided; Not only can solve the problem that emits bad smell in the biological treatment process, also improve processing efficiency and operation stability, the whole robotizations of technique unit, modularization; But unmanned does not need civil works.
The utility model is implemented like this: adopt concurrent pressure bio-reactor; Interior dress highly effective filtering material for biology; Supported active is biological on the filtrate, and organic waste water and air are introduced reactor bottom through water pump and gas blower respectively, and air water is together upwards through the biofilter material layer; Active bio on the filtrate under the participation effect of oxygen to water in organism decompose; The water outlet of biofilter material layer is through pipeline feed pressure strainer, further is collected to be used for backwash water unnecessary water discharging after the depth type filtration.
Concurrent pressure bio-reactor described in the utility model and pressure filter all are complete closed and work operation under certain pressure, can effectively prevent odor dispersion in the biological treatment process.
The utility model described concurrent pressure bio-reactor and pressure filter all are big or small glass cylinder of steels of a series of different sizes of being processed by reinforced plastics, can use according to the various combination of wastewater flow and load, and on-the-spot installation is convenient.
Operation such as the water inlet of the utility model described concurrent pressure bio-reactor and pressure filter, air inlet, recoil is carried out by the PLC time variable control, need not manual operation.
The influent quality BOD that the described concurrent pressure of the utility model bio-reactor is suitable for
5＜1000mg/L, SS＜150mg/L.
On the whole, the utility model has following characteristics:
1, adopt totally-enclosed, the pressure operation is arranged, not only prevented odor dispersion in the biological treatment process, and improved oxygen in water concentration that aeration rate is far below the bioremediation of routine.
2, the further depth type filtration of concurrent pressure bio-reactor water outlet feed pressure strainer guarantees stable effluent quality.
3, biofilter material adopts the high volcanics of biological charge capacity, strong shock resistance, and processing efficiency is high, and the residence time is short.
4, different according to the waste water water yield and load are selected the concurrent pressure bio-reactor and the pressure filter assembling combination of different size size, do not need civil works, and site operation is quick for installation.
Below in conjunction with a preferred embodiment, further specify the characteristics of utility model, but instance not the concrete qualification to utility model.
Description of drawings
Fig. 1 is the synoptic diagram of the utility model embodiment
Treatment of Organic Wastewater equipment shown in accompanying drawing 1 comprises concurrent pressure bio-reactor (1), biofilter material (2), water inlet pipe (3); Intake pump (4), inlet pipe (5), gas blower (6); Automatic exhaust steam valve (7), pressure filter (8), rising pipe (9); Backwash pump (10), back flushing inlet channel (11), back flushing outlet conduit (12).
Embodiment
Embodiment below in conjunction with 1 pair of the utility model of accompanying drawing is done further detailed explanation.
The utility model is work like this: intake pump (4) and gas blower (6) are introduced concurrent pressure bio-reactor (1) bottom with waste water and air through water inlet pipe (3) and inlet pipe (5) respectively; Gas, water together upwards flow through biofilter material (2) from reactor drum (1) bottom; Active bio utilizes oxygen that organism in the water is carried out oxygenolysis in the biofilter material; Residual gas is guided to solution space discharging through automatic exhaust steam valve (7) tracheae that runs in; Water outlet feed pressure strainer (8) after the biological treatment, the depth type filtration water outlet is flowed out through rising pipe (9); When the needs back flushing, backwash pump (10) will recoil water through back flushing inlet channel (11) introducing, and the back flushing water outlet is flowed out through back flushing outlet conduit (12).
Embodiment:
The feather washes is through the sand setting equalizing tank, at a distance from the pretreated water outlet BOD of hair machine
5Value is 280mg/L, and the SS value is 120mg/L, adopts the utility model treatment of Organic Wastewater equipment to handle GWR 1: 4, hydraulic detention time 0.8 hour, operating pressure 0.08Mpa, water outlet BOD
5Value is 12mg/L, and the SS value is 8mg/L, and effluent quality reaches the requirement of " eider down industrial water pollution thing emission standard ".
The utility model requires the scope of protection to be not limited to the scope that embodiment representes.
Claims (4)
1. treatment of Organic Wastewater equipment; Comprise concurrent pressure bio-reactor and pressure filter, filling highly effective filtering material for biology in the concurrent pressure bio-reactor, supported active is biological on the filtrate; Organic waste water and air are introduced reactor bottom through water pump and gas blower respectively; Air water is together upwards through the biofilter material layer, the active bio on the filtrate under the participation effect of oxygen to water in organism decompose, water outlet is through pipeline feed pressure strainer; Further be collected after the depth type filtration and be used for backwash water, unnecessary water discharging.
2. treatment of Organic Wastewater equipment according to claim 1 is characterized in that: the concurrent pressure bio-reactor of employing and pressure filter all are complete closed and work operation under certain pressure, can effectively prevent odor dispersion.
3. treatment of Organic Wastewater equipment according to claim 1; It is characterized in that: the concurrent bio-reactor of employing and pressure filter all are big or small glass cylinder of steels of a series of different sizes of being processed by reinforced plastics; Can use according to the various combination of wastewater flow and load, on-the-spot installation is convenient.
4. treatment of Organic Wastewater equipment according to claim 1 is characterized in that: the influent quality BOD that this equipment is suitable for
5＜1000mg/L, SS＜150mg/L.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204723675U CN202322570U (en) | 2011-11-24 | 2011-11-24 | Organic wastewater treatment device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011204723675U CN202322570U (en) | 2011-11-24 | 2011-11-24 | Organic wastewater treatment device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202322570U true CN202322570U (en) | 2012-07-11 |
Family
ID=46434559
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011204723675U Expired - Fee Related CN202322570U (en) | 2011-11-24 | 2011-11-24 | Organic wastewater treatment device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202322570U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105621803A (en) * | 2016-01-21 | 2016-06-01 | 关澎 | Low-cost community recycled water treatment system |
| WO2021179741A1 (en) * | 2020-03-12 | 2021-09-16 | 江苏河海给排水成套设备有限公司 | Integrated treatment terminal for construction engineering waste water |
-
2011
- 2011-11-24 CN CN2011204723675U patent/CN202322570U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105621803A (en) * | 2016-01-21 | 2016-06-01 | 关澎 | Low-cost community recycled water treatment system |
| WO2021179741A1 (en) * | 2020-03-12 | 2021-09-16 | 江苏河海给排水成套设备有限公司 | Integrated treatment terminal for construction engineering waste water |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120711 Termination date: 20181124 |