CN204342518U - The comprehensive biochemistry pool of dynamic multi-level A-O - Google Patents
The comprehensive biochemistry pool of dynamic multi-level A-O Download PDFInfo
- Publication number
- CN204342518U CN204342518U CN201420733821.1U CN201420733821U CN204342518U CN 204342518 U CN204342518 U CN 204342518U CN 201420733821 U CN201420733821 U CN 201420733821U CN 204342518 U CN204342518 U CN 204342518U
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- China
- Prior art keywords
- water
- intervals
- pond body
- oil
- divided
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 55
- 238000005192 partition Methods 0.000 claims abstract description 8
- 238000005276 aerator Methods 0.000 claims description 4
- 238000009792 diffusion process Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 36
- 239000002699 waste material Substances 0.000 abstract description 19
- 239000002957 persistent organic pollutant Substances 0.000 abstract description 7
- 238000010276 construction Methods 0.000 abstract description 4
- 238000005516 engineering process Methods 0.000 abstract description 3
- 239000003921 oil Substances 0.000 description 10
- 238000002156 mixing Methods 0.000 description 3
- 239000010865 sewage Substances 0.000 description 3
- 239000000126 substance Substances 0.000 description 3
- 238000010793 Steam injection (oil industry) Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000011049 filling Methods 0.000 description 2
- 239000007788 liquid Substances 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- WFJIVOKAWHGMBH-UHFFFAOYSA-N 4-hexylbenzene-1,3-diol Chemical compound CCCCCCC1=CC=C(O)C=C1O WFJIVOKAWHGMBH-UHFFFAOYSA-N 0.000 description 1
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000010779 crude oil Substances 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000004945 emulsification Methods 0.000 description 1
- 238000000605 extraction Methods 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000000295 fuel oil Substances 0.000 description 1
- 238000000265 homogenisation Methods 0.000 description 1
- 238000002347 injection Methods 0.000 description 1
- 239000007924 injection Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000002906 microbiologic effect Effects 0.000 description 1
- 244000005700 microbiome Species 0.000 description 1
- 230000003647 oxidation Effects 0.000 description 1
- 238000007254 oxidation reaction Methods 0.000 description 1
- 230000002085 persistent effect Effects 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000000725 suspension Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
- 239000003643 water by type Substances 0.000 description 1
- 239000003403 water pollutant Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model relates to a kind of oil-contaminated water of oil field processing technology field, particularly the comprehensive biochemistry pool of a kind of dynamic multi-level A-O.The rectangular pond body of this device is divided into five parts laterally across four lattice partition walls, pond body is longitudinally divided into four parts by three partition walls, pond body is divided into 20 intervals, each interval internal upper part is equipped with combined stuffing, wherein every bar is laterally all connected by gallery in five adjacent intervals, four intervals of high order end are equipped with feed-water end, and four intervals of low order end are equipped with water side.The utility model achieves and combination can adopt different biochemical processing process when different quality, water yield change, in process oily(waste)water, organic pollutant efficiency is high, meet the requirement of oil-contaminated water of oil field process up to standard, floor space is little, engineering construction investment is few, operational management is flexible, rate when improve oily water treatment operation up to standard.
Description
Technical field:
The utility model relates to a kind of oil-contaminated water of oil field processing technology field, particularly the comprehensive biochemistry pool of a kind of dynamic multi-level A-O.
Background technology:
From stratum, exploit out the mixing liquid of oil and water in oil-field development production process, after processed, the oily(waste)water decontaminated water treatment station deviate from processes.The domestic and international method processed oily(waste)water has four kinds: one to be carry out conventional processing at present, process qualified after be transported to thin oil block and carry out waterflooding; Two is carry out advanced treatment, processes qualified Water circulation in injection boiler, develops for heavy oil block steam injection; Three is select the stratum of end-of-development to carry out invalid recharging, and temporarily stores; Four is carry out biochemical treatment and advanced treatment, processes qualified sewage standard discharge.In the middle and later periods of oil-field development, in the oil of extraction and the mixing liquid of water, the content of water increases year by year, cannot fully recovering water filling, steam injection exploitation, therefore producing a large amount of oily(waste)water needs process up to standard outer row afterwards.Along with the Persisting exploitation in oil field, externally discharged waste water amount will increase year by year.
For ensureing oily(waste)water standard discharge, need to carry out process up to standard to the organic pollutant contained in oily(waste)water.The biochemical processing process that conventional sewage process both at home and abroad adopts at present has three kinds: one to be adopt " A-O (acidication-catalytic oxidation) " technique to carry out biochemical treatment; Two is adopt " A-BAF (fixation of microbe-BAF) " technique to carry out biochemical treatment; Three is adopt " A-O
3(inner circulating aerating biological filtering tank) " technique carries out biochemical treatment.Due to oil-contaminated water of oil field there is Components of Organic Pollutants complexity, emulsification of crude oil is serious, suspension content is high, water quality, the water yield fluctuate large feature, in above-mentioned three kinds of biochemical processing process process oily(waste)waters, organic pollutant efficiency is low, cannot meet the requirement of oil-contaminated water of oil field process up to standard.
Utility model content:
The technical problems to be solved in the utility model is to provide the comprehensive biochemistry pool of a kind of dynamic multi-level A-O, the arrangement achieves and combination can adopt different biochemical processing process when different quality, water yield change, in process oily(waste)water, organic pollutant efficiency is high, meet the requirement of oil-contaminated water of oil field process up to standard, floor space is little, engineering construction investment is few, and operational management is flexible, rate when improve oily water treatment operation up to standard.Overcome organic pollutant efficiency in existing biochemical processing process process oily(waste)water low, the deficiency of the requirement of oil-contaminated water of oil field process up to standard cannot be met.
Technical solution adopted in the utility model is: the comprehensive biochemistry pool of a kind of dynamic multi-level A-O, comprises pond body; Rectangular pond body is divided into five parts laterally across four lattice partition walls, pond body is longitudinally divided into four parts by three partition walls, pond body is divided into 20 intervals, each interval internal upper part is equipped with combined stuffing, wherein every bar is laterally all connected by gallery in five adjacent intervals, four intervals of high order end are equipped with feed-water end, four intervals of low order end are equipped with water side, the interval bottom of high order end four is equipped with submersible agitator and perforated pipe aerating regulation device, and remaining all interval bottom is equipped with air diffusion aerator.
The beneficial effects of the utility model are: the utility model combination can adopt different biochemical processing process when different quality, water yield change, in process oily(waste)water, organic pollutant efficiency is high, meet the requirement of oil-contaminated water of oil field process up to standard, floor space is little, engineering construction investment is few, operational management is flexible, rate when improve oily water treatment operation up to standard.
Accompanying drawing illustrates:
Below in conjunction with the drawings and specific embodiments, the utility model is described in more detail.
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the vertical view of Fig. 1.
Embodiment:
As shown in Figure 1 and Figure 2, the comprehensive biochemistry pool of a kind of dynamic multi-level A-O, comprises pond body 1; Rectangular pond body 1 is divided into five parts laterally across four lattice partition walls 4, pond body 1 is longitudinally divided into four parts by three partition walls 5, pond body 1 is divided into 20 intervals, and each interval internal upper part is equipped with combined stuffing 6, realizes aerobic microbiological and anaerobion in filling surface biofilm.Wherein every bar is laterally all connected by gallery in five adjacent intervals, four intervals of high order end are equipped with feed-water end 3, four intervals of low order end are equipped with water side 9, the interval bottom of high order end four is equipped with submersible agitator 2 and perforated pipe aerating regulation device 7, and remaining all interval bottom is equipped with air diffusion aerator 8.Submersible agitator 2 realizes mixing functions, carries out homogenization treatment to oily(waste)water, increases water body turbulent flow simultaneously, increases the mass transfer process of mycoderm and water pollutant; Submersible agitator 2 is arranged on waterpower dead angle place in pond, by arranging submersible agitator 2, reduces the impact at waterpower dead angle.
During use, oily(waste)water and active sludge are introduced the utility model, open aerator and submersible agitator 2, for the microorganism in active sludge in the surperficial biofilm of combined stuffing 6.Oily(waste)water can be introduced after completing biofilm continuously and carry out biochemical treatment.According to the difference of sewage quality, organics removal object is different, and water quality, water yield impact load difference, can when not changing existing technique, can in the utility model dynamic implement A-O
4, A
2-O
3, A
3-O
2, A
4-O, AO
2-AO, A
2o-AO, AO-AO
2, AO-A
2the oily(waste)water biochemical processing process that O eight kinds is different, is selected by different biochemical processing process, realizes oily water treatment standard discharge.When oily(waste)water B/C is greater than 0.5, less containing hardly degraded organic substance in water, adopt A-O
4treatment process; When oily(waste)water B/C is between 0.3 ~ 0.5, containing part hardly degraded organic substance in oily(waste)water, adopt A
2-O
3treatment process; When oily(waste)water B/C is less than 0.3, containing a large amount of hardly degraded organic substance in oily(waste)water, adopt A
3-O
2, A
4-O treatment process; When effluent quality requires COD content lower than 50mg/L, adopt AO
2-AO, A
2o-AO, AO-AO
2, AO-A
2o two stages for the treatment of technique.
Can adopt Plate Welding the utility model for small-sized oily water treatment factory, after welding, inwall coating coating carries out interior anticorrosion; Steel Concrete can be adopted to build the utility model, to save construction investment for medium-and-large-sized oily water treatment factory.
Be understandable that, above about specific descriptions of the present utility model, the technical scheme described by the utility model embodiment is only not limited to for illustration of the utility model, those of ordinary skill in the art is to be understood that, still can modify to the utility model or equivalent replacement, to reach identical technique effect; Needs are used, all within protection domain of the present utility model as long as meet.
Claims (1)
1. the comprehensive biochemistry pool of dynamic multi-level A-O, comprises pond body (1), it is characterized in that: rectangular pond body (1) is divided into five parts laterally across four lattice partition walls (4), pond body (1) is longitudinally divided into four parts by three partition walls (5), pond body (1) is divided into 20 intervals, each interval internal upper part is equipped with combined stuffing (6), wherein every bar is laterally all connected by gallery in five adjacent intervals, four intervals of high order end are equipped with feed-water end (3), four intervals of low order end are equipped with water side (9), the interval bottom of high order end four is equipped with submersible agitator (2) and perforated pipe aerating regulation device (7), remaining all interval bottom is equipped with air diffusion aerator (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
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CN201420733821.1U CN204342518U (en) | 2014-11-28 | 2014-11-28 | The comprehensive biochemistry pool of dynamic multi-level A-O |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201420733821.1U CN204342518U (en) | 2014-11-28 | 2014-11-28 | The comprehensive biochemistry pool of dynamic multi-level A-O |
Publications (1)
Publication Number | Publication Date |
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CN204342518U true CN204342518U (en) | 2015-05-20 |
Family
ID=53225803
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
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CN201420733821.1U Expired - Fee Related CN204342518U (en) | 2014-11-28 | 2014-11-28 | The comprehensive biochemistry pool of dynamic multi-level A-O |
Country Status (1)
Country | Link |
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CN (1) | CN204342518U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104496024A (en) * | 2014-11-28 | 2015-04-08 | 中油辽河工程有限公司 | Dynamic multistage A-O integrated biochemical pool |
CN107265740A (en) * | 2017-08-20 | 2017-10-20 | 石鸿伟 | A kind of classification of waste processing equipment |
-
2014
- 2014-11-28 CN CN201420733821.1U patent/CN204342518U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104496024A (en) * | 2014-11-28 | 2015-04-08 | 中油辽河工程有限公司 | Dynamic multistage A-O integrated biochemical pool |
CN107265740A (en) * | 2017-08-20 | 2017-10-20 | 石鸿伟 | A kind of classification of waste processing equipment |
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Date | Code | Title | Description |
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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: 20150520 |