CN203866155U - Diatomite sewage treatment system - Google Patents
Diatomite sewage treatment system Download PDFInfo
- Publication number
- CN203866155U CN203866155U CN201420234358.6U CN201420234358U CN203866155U CN 203866155 U CN203866155 U CN 203866155U CN 201420234358 U CN201420234358 U CN 201420234358U CN 203866155 U CN203866155 U CN 203866155U
- Authority
- CN
- China
- Prior art keywords
- diatomite
- tank
- pipeline
- sewage treatment
- utility
- 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
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 title claims abstract description 43
- 239000010865 sewage Substances 0.000 title claims abstract description 20
- 238000006243 chemical reaction Methods 0.000 claims abstract description 10
- 239000005909 Kieselgur Substances 0.000 claims description 11
- 238000005352 clarification Methods 0.000 claims description 11
- 238000004659 sterilization and disinfection Methods 0.000 claims description 7
- 239000000126 substance Substances 0.000 claims description 7
- 230000001954 sterilising effect Effects 0.000 claims description 6
- 238000005276 aerator Methods 0.000 claims description 5
- 239000003814 drug Substances 0.000 abstract description 7
- 239000010802 sludge Substances 0.000 abstract description 7
- 229940079593 drug Drugs 0.000 abstract 3
- 230000000249 desinfective effect Effects 0.000 abstract 1
- 238000004064 recycling Methods 0.000 abstract 1
- 238000004062 sedimentation Methods 0.000 abstract 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 13
- 239000002351 wastewater Substances 0.000 description 10
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 244000005700 microbiome Species 0.000 description 3
- 238000000034 method Methods 0.000 description 2
- 238000001179 sorption measurement Methods 0.000 description 2
- 231100000167 toxic agent Toxicity 0.000 description 2
- 239000003440 toxic substance Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- 241000269799 Perca fluviatilis Species 0.000 description 1
- 238000005273 aeration Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000002306 biochemical method Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000018044 dehydration Effects 0.000 description 1
- 238000006297 dehydration reaction Methods 0.000 description 1
- 239000000645 desinfectant Substances 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000012535 impurity Substances 0.000 description 1
- 229920002521 macromolecule Polymers 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 230000000813 microbial effect Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000005416 organic matter Substances 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 239000002244 precipitate Substances 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 238000010992 reflux Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 150000003384 small molecules Chemical class 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model relates to a diatomite sewage treatment system, which includes a grid tank, an aerated grit chamber, a regulation tank, a diatomite settling tank, a contact biological reaction tank, a secondary sedimentation tank, a disinfecting tank and a discharge tank that are sequentially connected, wherein a lifting pump is arranged at the bottom of the regulation tank, and is connected with a center pipe of the diatomite settling tank through a pipeline; a pipeline mixer is arranged on the pipeline between the lifting pump and the center pipe; a drug inlet of the pipeline mixer is connected with a diatomite drug feeding device through a pipeline. The diatomite sewage treatment system provided by the utility model is strong in impact load resistance, is small in total diatomite consumption as the diatomite drug can be reused in a recycling manner, and is low in running cost, and generated sludge containing diatomite sludge is easy to dehydrate.
Description
Technical field
The utility model relates to sewage disposal technology, relates in particular to a kind of diatomite Sewage treatment systems.
Background technology
The water quality characteristic of sewage is subject to the many factors impacts such as the character in city, existing water exhaust system, temperature, water resources and the level of economic development thereof.Exist the biodegradability of waste water poor, the preliminary treatment of trade effluent also adopts biochemical method often, so after treatment, staying the organic matter that enters city planting ductwork in waste water is difficult to biodegradable often, the biodegradability variation of the municipal effluent that contains a large amount of trade effluents, is unfavorable for biochemical treatment; The complicated component of waste water, may introduce the material that some are unfavorable for the objectionable impurities of microorganism growth or cause activated sludge bulking in waste water, thereby makes troubles to the operation and management of Sewage Plant; The water quality of waste water, water yield fluctuation are greatly.Therefore need a kind of anti impulsion load ability strong, the Sewage treatment systems that construction cost is low, treatment effect is high, energy consumption is low, working cost is low.
Utility model content
The purpose of this utility model is to overcome the deficiency that prior art exists, and a kind of diatomite Sewage treatment systems is provided, and anti impulsion load ability is strong, diatomite medicament can recycle, diatomite total flow is few, and working cost is low, produces mud and is easy to dehydration with diatomite mud.
The utility model solves the technical scheme that its technical problem adopts: the utility model is comprised of the grating tank connecting successively, aerated grit chamber, equalizing tank, diatomaceous earth clarification tank, contact biological reaction tank, second pond, sterilization pool and discharge pond; Described equalizing tank bottom is provided with lift pump, is connected, and is provided with line mixer by pipeline with the pipe core of diatomaceous earth clarification tank on the pipeline between lift pump and pipe core, and the feeding opening of line mixer is connected with diatomite chemicals dosing plant by pipeline.
Described diatomaceous earth clarification tank bottom is provided with bucket, and bucket bottom is connected with diatomite tripping device by pipeline.
Described contact biological reaction tank bottom is provided with submerged jet aerator.
The utility model compared with prior art, there is following advantage and beneficial effect: the anti impulsion load ability of (1) diatomite processing unit is strong, treatment effect is very stable, be not vulnerable to the impact of temperature, water quality, water yield variation etc., the suitable processing that contains more toxic substance or the larger municipal effluent of impact load.(2) this Technology is advanced, and required equipment is few, and floor space is little, and technical process is simple, and convenient operation and management can realize automated operation.(3) diatomite medicament can recycle, and the consumption of diatomite medicament is few, can reach the COD clearance of 70% left and right when dosage is 50ppm left and right.(4) good than the chemical sludge of general biological sludge and other of diatomaceous dewatering, it is the mud cake of 58%～60% left and right that available centrifuging or sheet frame press worry machine to be dewatered to water ratio.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
In figure, token name is called: 1, grating tank, 2, equalizing tank, 3, diatomaceous earth clarification tank, 4, contact biological reaction tank, 5, second pond, 6, sludge sump, 7, sterilization pool, 8, discharge pond, 9, lift pump, 10, diatomite tripping device, 11, bucket, 12, combined stuffing, 13, submerged jet aerator, 14, reflux pump, 15, sludge pump, 16, residual sea water pump, 17, line mixer, 18, open-channel meter, 19, aerated grit chamber, 20, diatomite chemicals dosing plant.
Embodiment
Below in conjunction with embodiment, the utility model is described in further detail, but embodiment of the present utility model is not limited to this.
Embodiment: as shown in Figure 1, the utility model is comprised of the grating tank connecting successively (1), aerated grit chamber (19), equalizing tank (2), diatomaceous earth clarification tank (3), contact biological reaction tank (4), second pond (5), sterilization pool (7) and discharge pond (8); Described equalizing tank (2) bottom is provided with lift pump (9), by pipeline, be connected with the pipe core of diatomaceous earth clarification tank (3), and on the pipeline between lift pump (9) and pipe core, being provided with line mixer (17), the feeding opening of line mixer (17) is connected with diatomite chemicals dosing plant (20) by pipeline.
Described diatomaceous earth clarification tank (3) bottom is provided with bucket (11), and bucket (11) bottom is connected with diatomite tripping device (10) by pipeline.
Described contact biological reaction tank (4) bottom is provided with submerged jet aerator (13).
The utility model operation principle of work: first sewage is removed thick suspended solid in sewage by grating tank (1), aerated grit chamber (19), to guarantee the normal operation of subsequent disposal facility, the sewage quality that equalizing tank (2) discharges due to project, the water yield fluctuate larger, so water quality, the inhomogeneous sewage of the water yield are introduced in equalizing tank and are stopped the regular hour, waste water is fully mixed in pond, to guarantee that subsequent disposal structures are even, steady running.Lift pump (9) is by sewage suction diatomaceous earth clarification tank (3), by diatomite chemicals dosing plant (20), to line mixer (17), add the diatomite adsorption medicament of modification, the anti impulsion load ability of diatomite processing unit is strong, treatment effect is very stable, be not vulnerable to the impact of temperature, water quality, water yield variation etc., the suitable processing that contains more toxic substance or the larger municipal effluent of impact load.The interior microorganism of contact biological reaction tank (4) can be converted into small-molecule substance by macromolecular substance, ring texture is converted into chain-like structure, further improve the BOD/COD ratio of waste water, increased the biodegradability of waste water, for follow-up aerobic treatment creates conditions.Combined stuffing (12) biofilm is installed to increase microbial biomass in pond in contact biological reaction tank (4), aeration at the bottom of employing submerged jet aerator (13) pond.Biological contact oxidation process is to utilize to perch in treating pond the metabolism of biomembranous adsorption and microorganism on filling surface and reach the object of purifying waste water.Then sewage enters second pond (5) and precipitates, and enters sterilization pool (7) after precipitation, is provided with dividing plate sewage is fully mixed with disinfectant in sterilization pool (7), after wastewater disinfection, discharges, and open-channel meter (18) detects drain discharge.
As mentioned above, just can realize well the utility model.
Claims (3)
1. a diatomite Sewage treatment systems, is characterized in that: the grating tank connecting successively (1), aerated grit chamber (19), equalizing tank (2), diatomaceous earth clarification tank (3), contact biological reaction tank (4), second pond (5), sterilization pool (7) and discharge pond (8), consist of; Described equalizing tank (2) bottom is provided with lift pump (9), by pipeline, be connected with the pipe core of diatomaceous earth clarification tank (3), and on the pipeline between lift pump (9) and pipe core, being provided with line mixer (17), the feeding opening of line mixer (17) is connected with diatomite chemicals dosing plant (20) by pipeline.
2. a kind of diatomite Sewage treatment systems according to claim 1, it is characterized in that: described diatomaceous earth clarification tank (3) bottom is provided with bucket (11), bucket (11) bottom is connected with diatomite tripping device (10) by pipeline.
3. a kind of diatomite Sewage treatment systems according to claim 1, is characterized in that: described contact biological reaction tank (4) bottom is provided with submerged jet aerator (13).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420234358.6U CN203866155U (en) | 2014-05-06 | 2014-05-06 | Diatomite sewage treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420234358.6U CN203866155U (en) | 2014-05-06 | 2014-05-06 | Diatomite sewage treatment system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203866155U true CN203866155U (en) | 2014-10-08 |
Family
ID=51647134
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420234358.6U Expired - Fee Related CN203866155U (en) | 2014-05-06 | 2014-05-06 | Diatomite sewage treatment system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203866155U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104556588A (en) * | 2015-01-14 | 2015-04-29 | 中国科学院生态环境研究中心 | Sewage treatment system capable of optimizing carbon source utilization to reduce reoxygenation effect of pretreatment system |
| CN105923895A (en) * | 2016-05-06 | 2016-09-07 | 秦皇岛钢天科技发展有限公司 | Hospital sewage treatment method |
-
2014
- 2014-05-06 CN CN201420234358.6U patent/CN203866155U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104556588A (en) * | 2015-01-14 | 2015-04-29 | 中国科学院生态环境研究中心 | Sewage treatment system capable of optimizing carbon source utilization to reduce reoxygenation effect of pretreatment system |
| CN105923895A (en) * | 2016-05-06 | 2016-09-07 | 秦皇岛钢天科技发展有限公司 | Hospital sewage treatment method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C41 | Transfer of patent application or patent right or utility model | ||
| CB03 | Change of inventor or designer information |
Inventor after: Huang Wan Inventor before: Zheng Zulan |
|
| COR | Change of bibliographic data | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20160113 Address after: Wuhou District Wu Qing Xisi road Chengdu City, Sichuan province 610000 No. 3 (Wuhou Science & Technology Information Park B building 505) Patentee after: Huang Wan Address before: Quangang District of Quanzhou city Fujian province 362801 lotus pond community No. 723 CuO wa Patentee before: Zheng Zulan |
|
| 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: 20141008 Termination date: 20190506 |