CN108394989A - A kind of filler oxidation ditch suitable for samll cities and towns cage filler and its ciculation fluidized method - Google Patents

A kind of filler oxidation ditch suitable for samll cities and towns cage filler and its ciculation fluidized method Download PDF

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Publication number
CN108394989A
CN108394989A CN201810409380.2A CN201810409380A CN108394989A CN 108394989 A CN108394989 A CN 108394989A CN 201810409380 A CN201810409380 A CN 201810409380A CN 108394989 A CN108394989 A CN 108394989A
Authority
CN
China
Prior art keywords
filler
towns
oxidation ditch
cage
samll cities
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.)
Withdrawn
Application number
CN201810409380.2A
Other languages
Chinese (zh)
Inventor
杭鑫
杨超
祝磊
杭品艳
李薇
蒋开明
许静
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
JIANGSHU YIHUAN GROUP CO Ltd
Original Assignee
JIANGSHU YIHUAN GROUP CO Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by JIANGSHU YIHUAN GROUP CO Ltd filed Critical JIANGSHU YIHUAN GROUP CO Ltd
Priority to CN201810409380.2A priority Critical patent/CN108394989A/en
Publication of CN108394989A publication Critical patent/CN108394989A/en
Withdrawn legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/08Aerobic processes using moving contact bodies
    • C02F3/085Fluidized beds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2203/00Apparatus and plants for the biological treatment of water, waste water or sewage
    • C02F2203/006Apparatus and plants for the biological treatment of water, waste water or sewage details of construction, e.g. specially adapted seals, modules, connections
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

The present invention provides a kind of filler oxidation ditch cage filler suitable for samll cities and towns, including three-dimensional cylindrical frame, connection perforation net forms stereoscopic column shape cavity on three-dimensional cylindrical frame, and three-dimensional column cavity inside places floating stuffing;It is set below three-dimensional cylindrical frame there are two symmetrical adjutage, is connected with bottom plate between two symmetrical adjutages, film-type aeration tube is placed on bottom plate;The present invention also provides a kind of ciculation fluidized methods of the cage filler.The domestication cultivation cycle of the microorganism fungus kind of the present invention is short, and the cost of samll cities and towns' debugging of oxidation ditch engineering and operation early period is greatly saved, improves the sludge quantity in biochemistry pool, while increasing the efficiency of aerobic nitrification;Floating stuffing is respectively positioned on inside cage construction, and compared with conventional fillers arrangement, for floating stuffing to other facilities in raceway groove, destruction is relatively small, can reduce the protection requirement to the sensing units such as aeration head, blender, cable, instrument or equipment.

Description

A kind of filler oxidation ditch suitable for samll cities and towns cage filler and its ciculation fluidized Method
Technical field
The invention belongs to water treatment field more particularly to a kind of filler oxidation ditch suitable for samll cities and towns cage filler and Its ciculation fluidized method.
Background technology
Microculture needs 30 days or so time in the prior art, and the samll cities and towns area in China is generally deficient of at sewage The cost is relatively high for the professional technician of reason, engineering debugging and operation early period, to solve facility startup and sludge training early period The problem of supporting is arranged cage filler, and carries out microorganism preculture, and cage filler can quickly start integration apparatus, contract significantly The time of short microculture can be shorten to 5-7 days using the time of microculture after cage filler.
Invention content
Goal of the invention:In view of the above-mentioned deficiencies in the prior art, it is an object of the present invention to provide a kind of filling out suitable for samll cities and towns Expect oxidation ditch cage filler.
Another object of the present invention is to provide a kind of cycles of the filler oxidation ditch cage filler suitable for samll cities and towns Fluidizing method.
Technical solution:In order to reach foregoing invention purpose, the present invention is such completion:It is a kind of suitable for samll cities and towns Filler oxidation ditch cage filler, including three-dimensional cylindrical frame, it is empty to form stereoscopic column shape for connection perforation net on three-dimensional cylindrical frame Chamber, three-dimensional column cavity inside place floating stuffing;It is set below three-dimensional cylindrical frame there are two symmetrical adjutage, two symmetrical Adjutage between be connected with bottom plate, place film-type aeration tube on bottom plate.
Further, the filling proportion of the floating stuffing is 60-the 80% of three-dimensional column cavity volume, too low filling Cause the fluidisation of filler uneven than regular meeting, efficiency is low, and excessively high filling proportion can cause filler to accumulate to form dead zone on top.
Further, the top of the three-dimensional cylindrical cavity and the deflector that the angle of one of side wall is 1/4 circular arc, The accumulation and acceleration of filler are internal ciculation fluidized in order to prevent, the downslide convenient for filler and fluidisation.
Further, three-dimensional column cavity bottom side corresponding with deflector is equipped with boring aeration pipe.
Further, the aeration quantity of the boring aeration pipe is 2-4m3/m2.h, floating stuffing is met in cage babinet Interior is even fluidizing.
Further, the bubble diameter that the boring aeration pipe exposes is 0.8-1.2mm, and tiny bubble can improve Dissolved oxygen in aerobic tank reduces the aerobic zone aeration quantity in non-filler region, to save energy consumption.
Further, the hole of the perforation net is laser punching.
Further, the aperture in the hole of the perforation net is 6-10mm, is on the one hand so that filler is not lost in, on the other hand It is to prevent filler card in hole intraocular, and for it is with optimum flow rate and minimum resistance that uniform fluid flow, which passes through cage filler, Power.
Further, the three-dimensional cylindrical frame is cylindrical body or square body frame.
A kind of filler oxidation ditch suitable for samll cities and towns ciculation fluidized method of cage filler, includes the following steps, will The angle of the top of three-dimensional cylindrical cavity and one of side wall is set as the deflector of 1/4 circular arc, at three-dimensional cylindrical cavity bottom Portion side corresponding with deflector is equipped with boring aeration pipe, and the aeration intensity of control punch aeration tube is in 2-4m3/m2.h、 The bubble diameter exposed is 0.8-1.2mm;Floating stuffing is positioned in the three-dimensional cylindrical cavity, the packing ratio of floating stuffing Example is 60-the 80% of three-dimensional column cavity volume, and floating stuffing is located in cage, is exposed in horizontal plug-flow, hydraulic mixing and aeration tube Circulated under the action of gas, floating stuffing to when flowing to three-dimensional cylindrical cavity top, glide under the action of deflector and Fluidisation, recycles under boring aeration pipe aeration effect upward when slipping down to lower section, constantly move in circles, and floating stuffing mutually it Between, floating stuffing and perforation net between constantly rub and collide.
Beneficial effects of the present invention:Compared with traditional technology, the invention has the advantages that:
1, the domestication cultivation cycle of microorganism fungus kind is short, be greatly saved the debugging of samll cities and towns oxidation ditch engineerings and operation early period at This;
2, the sludge quantity in biochemistry pool is improved, while increasing the efficiency of aerobic nitrification;
3, cage filler generally cage construction, floating stuffing are located in cage, and are aerated in horizontal plug-flow, hydraulic mixing and bottom Under the action of circulate, and pass through between filler and filler and perforation net between friction, collision effect realize biomembrane Replacement, it is ensured that the normal growth of filler surface microorganism is bred.During operation, floating stuffing is respectively positioned on inside cage construction, Compared with conventional fillers arrangement, for floating stuffing to other facilities in raceway groove, destruction is relatively small, can reduce to aeration The protection requirement of the sensing units such as head, blender, cable, instrument or equipment.
Description of the drawings
Fig. 1 is the schematic diagram of embodiment 1.
Specific implementation mode
Embodiment 1:As shown in Figure 1, a kind of filler oxidation ditch cage filler suitable for samll cities and towns, including cylinder frame Frame 3, connection perforation net 2 forms cylindrical cavity on cylindrical body 3, and the hole of perforation net 2 is laser punching, the hole for net of perforating Aperture is 6-10mm.The angle of the top of cylindrical cavity and one of side wall is the deflector 1 of 1/4 circular arc, and cylinder is empty Bottom of chamber portion side corresponding with deflector 1 is equipped with boring aeration pipe 5, and the aeration quantity of boring aeration pipe 5 is 2-4m3/m2.h, it exposes The bubble diameter gone out is 0.8-1.2mm, floating stuffing 4 is placed inside cylindrical cavity, the filling proportion of floating stuffing 4 is circle 60-the 80% of cylinder cavity volume;Symmetrical adjutage 7 there are two being set below cylindrical body 3, two symmetrical adjutages 7 Between be connected with bottom plate 8, film-type aeration tube 6 is placed on bottom plate 8.
Embodiment 2:A kind of ciculation fluidized method of filler oxidation ditch suitable for samll cities and towns cage filler, including it is following Step sets the angle at the top of cylindrical cavity and one of side wall to the deflector of 1/4 circular arc, in cylindrical cavity Bottom side corresponding with deflector is equipped with boring aeration pipe 5, and the aeration intensity of control punch aeration tube 5 is in 2-4m3/ m2.h the bubble diameter, exposed is 0.8-1.2mm;Floating stuffing 4 is positioned in cylindrical cavity, the packing ratio of floating stuffing 4 Example is 60-the 80% of cylindrical cavity volume, and floating stuffing 4 is located in cage, is aerated in horizontal plug-flow, hydraulic mixing and aeration tube Under the action of circulate, floating stuffing 4 is glided and is flowed under the action of deflector 1 to when flowing to cylindrical cavity top Change, recycle under 5 aeration effect of boring aeration pipe upward when slipping down to lower section, constantly move in circles, and floating stuffing 4 it is mutual it Between, floating stuffing 4 and perforation net 2 between constantly rub and collide.

Claims (10)

1. a kind of filler oxidation ditch cage filler suitable for samll cities and towns, which is characterized in that three-dimensional including three-dimensional cylindrical frame Connection perforation net forms stereoscopic column shape cavity on cylindrical frame, and three-dimensional column cavity inside places floating stuffing;Three-dimensional column frame It sets below frame there are two symmetrical adjutage, is connected with bottom plate between two symmetrical adjutages, aeration tube is placed on bottom plate.
2. the filler oxidation ditch cage filler according to claim 1 suitable for samll cities and towns, which is characterized in that described outstanding The filling proportion of floating filler is 60-the 80% of three-dimensional column cavity volume.
3. the filler oxidation ditch cage filler according to claim 1 suitable for samll cities and towns, which is characterized in that described vertical The angle of the top of body cylindrical cavity and one of side wall is the deflector of 1/4 circular arc.
4. the filler oxidation ditch cage filler according to claim 3 suitable for samll cities and towns, which is characterized in that described vertical Scapus shape cavity bottom side corresponding with deflector is equipped with boring aeration pipe.
5. the filler oxidation ditch cage filler according to claim 4 suitable for samll cities and towns, which is characterized in that described to wear The aeration quantity of hole aeration tube is 2-4m3/m2.h。
6. the filler oxidation ditch cage filler according to claim 4 suitable for samll cities and towns, which is characterized in that described to wear The bubble diameter that hole aeration tube exposes is 0.8-1.2mm.
7. the filler oxidation ditch cage filler according to claim 1 suitable for samll cities and towns, which is characterized in that described to wear The hole of hole pattern is laser punching, and the aperture in the hole for net of perforating is 6-10mm.
8. the filler oxidation ditch cage filler according to claim 1 suitable for samll cities and towns, which is characterized in that the bottom It is film-type aeration tube that aeration tube is placed on plate.
9. the filler oxidation ditch cage filler according to claim 1 suitable for samll cities and towns, which is characterized in that described vertical Body cylindrical frame is cylindrical body or square body frame.
10. a kind of ciculation fluidized method of the filler oxidation ditch cage filler as described in claim 1 suitable for samll cities and towns, It is characterized by comprising the following steps setting the angle of the top of three-dimensional cylindrical cavity and one of side wall to 1/4 circular arc Deflector, three-dimensional column cavity bottom side corresponding with deflector be equipped with boring aeration pipe, and control punch be aerated The aeration intensity of pipe is in 2-4m3/m2.h the bubble diameter, exposed is 0.8-1.2mm;Floating stuffing is positioned over the stereoscopic column In shape cavity, the filling proportion of floating stuffing is 60-the 80% of three-dimensional column cavity volume, and floating stuffing is located in cage, in water It is circulated under the action of laminar flow, hydraulic mixing and aeration tube aeration, floating stuffing is to flowing to three-dimensional cylindrical cavity top When, it glides and fluidizes under the action of deflector, recycled upwards, constantly under boring aeration pipe aeration effect when slipping down to lower section Move in circles, and floating stuffing between each other, floating stuffing and perforation net between constantly rub and collide.
CN201810409380.2A 2018-05-02 2018-05-02 A kind of filler oxidation ditch suitable for samll cities and towns cage filler and its ciculation fluidized method Withdrawn CN108394989A (en)

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CN201810409380.2A CN108394989A (en) 2018-05-02 2018-05-02 A kind of filler oxidation ditch suitable for samll cities and towns cage filler and its ciculation fluidized method

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Application Number Priority Date Filing Date Title
CN201810409380.2A CN108394989A (en) 2018-05-02 2018-05-02 A kind of filler oxidation ditch suitable for samll cities and towns cage filler and its ciculation fluidized method

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109694159A (en) * 2018-12-04 2019-04-30 天津市融泰水务有限公司 A kind of combination treatment method of sewage

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101838045A (en) * 2010-03-26 2010-09-22 北京建筑工程学院 Biological sewage treatment equipment and process of internal recycle suspension padding
CN104003586A (en) * 2014-06-16 2014-08-27 中国市政工程华北设计研究总院有限公司 Integrated short-process efficient denitrification and phosphorus removal sewage treatment system and process
CN205527968U (en) * 2016-01-27 2016-08-31 北京中电加美环保科技有限公司 Biological fluidized bed
CN208667226U (en) * 2018-05-02 2019-03-29 江苏一环集团有限公司 A kind of filler oxidation ditch cage filler suitable for samll cities and towns

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101838045A (en) * 2010-03-26 2010-09-22 北京建筑工程学院 Biological sewage treatment equipment and process of internal recycle suspension padding
CN104003586A (en) * 2014-06-16 2014-08-27 中国市政工程华北设计研究总院有限公司 Integrated short-process efficient denitrification and phosphorus removal sewage treatment system and process
CN205527968U (en) * 2016-01-27 2016-08-31 北京中电加美环保科技有限公司 Biological fluidized bed
CN208667226U (en) * 2018-05-02 2019-03-29 江苏一环集团有限公司 A kind of filler oxidation ditch cage filler suitable for samll cities and towns

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109694159A (en) * 2018-12-04 2019-04-30 天津市融泰水务有限公司 A kind of combination treatment method of sewage

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Application publication date: 20180814