CN104445560A - Method for preventing loss of microbes of sewage plant - Google Patents

Method for preventing loss of microbes of sewage plant Download PDF

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Publication number
CN104445560A
CN104445560A CN201410819196.7A CN201410819196A CN104445560A CN 104445560 A CN104445560 A CN 104445560A CN 201410819196 A CN201410819196 A CN 201410819196A CN 104445560 A CN104445560 A CN 104445560A
Authority
CN
China
Prior art keywords
flocculation agent
aluminum chloride
run
sewage plant
composite flocculation
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.)
Granted
Application number
CN201410819196.7A
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Chinese (zh)
Other versions
CN104445560B (en
Inventor
王允占
李柏坤
张学谦
侯琨琨
张善新
周海燕
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.)
TANGSHAN MUNICIPAL DRAINAGE Co Ltd
Original Assignee
TANGSHAN MUNICIPAL DRAINAGE Co Ltd
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Publication date
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Priority to CN201410819196.7A priority Critical patent/CN104445560B/en
Publication of CN104445560A publication Critical patent/CN104445560A/en
Application granted granted Critical
Publication of CN104445560B publication Critical patent/CN104445560B/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5209Regulation methods for flocculation or precipitation
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/5236Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
    • C02F1/5245Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents using basic salts, e.g. of aluminium and iron
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/52Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
    • C02F1/54Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
    • C02F1/56Macromolecular compounds
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/004Sludge detoxification
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00Nature of the contaminant
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated

Landscapes

  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Activated Sludge Processes (AREA)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention relates to a method for sewage treatment and particularly relates to a method for preventing loss of microbes of a sewage plant. The method is performed according to the following steps: adding polyaluminum chloride and a composite flocculant into a sewage tank, wherein the mass ratio of sludge to polyaluminum chloride to the composite flocculant in the sewage tank is 100000: (3-9): (1-7), and in the process of adding the two medicines, the medicines are added while being stirred; and observing the loss phenomenon of the microbes after three days. Compared with the prior art, by adopting the method provided by the invention, polyaluminum chloride and the composite flocculant are added into the sewage tank, so that the stability and adhesion of the activated sludge are improved, flocculation of the sludge in an oxidation ditch is achieved, solidification of epistylis and other microbes on the sludge is realized, and the loss phenomenon of the epistylis and other microbes caused by great discharge from a secondary sedimentation tank is eliminated.

Description

Prevent the method that Sewage Plant microorganism is run off
Technical field
the present invention relates to a kind of method of disposing of sewage, particularly a kind of method preventing Sewage Plant microorganism to run off.
Background technology
during sewage treatment industry activated sludge process is run, because a lot of Sewage Plant designs by sanitary sewage disposal, but there is part of contaminated water factory to contain the trade effluent of about 80% and water quality is very unstable, there are abnormal conditions sometimes, make tired branch worm with the agglomerating loss of secondary clarifier effluent, loss cenobium is white flock body and has certain viscosity, is very easy to cause the follow-up equipment such as filter tank, reverse osmosis to block and is difficult to process, maintenance cost is significantly risen, and wastewater treatment efficiency reduces.This situation of emerged in operation may be mixed into caused by toxic substance in Industry Waste water temperature over-high and sewage.
Summary of the invention
the object of the present invention is to provide a kind of method preventing Sewage Plant microorganism to run off.
the present invention adopts following technical scheme:
prevent the method that Sewage Plant microorganism is run off, carry out as follows:
a, in sewage lagoon, add polymerize aluminum chloride and composite flocculation agent, the quality proportioning of the mud in sewage lagoon, polymerize aluminum chloride and composite flocculation agent three is: 100000:3 ~ 9:1 ~ 7;
b, in the process of adding above-mentioned two kinds of medicines, to stir while adding, reach after three days and observe the leakage of microorganism.
the present invention compared with prior art, polymerize aluminum chloride and composite flocculation agent is dosed in sewage lagoon, improve stability and the sticking power of active sludge, reach and the solidifications of micro-life on mud such as tired branch worm are realized to oxidation ditch activated sludge flocculation, reach elimination second pond and discharge micro-raw special leakages such as tired branch worm in a large number.
preferred version of the present invention is:
in steps A, the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:9:1.
composite flocculation agent is made up of chitosan, cation high molecular sodium salt, ferric metasilicate aluminium salt, and aforesaid quality proportioning is: 1:2:3.
in steps A, the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:8:2.
in steps A, the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:7:3.
in steps A, the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:6:5.
in steps A, the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:5:5.
in steps A, the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:4:6.
in steps A, the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:3:7.
polymerize aluminum chloride and composite flocculation agent divide to be dosed for several times.
Embodiment
below in conjunction with embodiment in detail the present invention is described in detail:
embodiment:
by sampling the collection of oxidation ditch activated sludge, be dispensed in the larger container of not isodose, the interpolation carrying out medicine is stirred, and then checks that the floating biological sheet of stickiness white out with microorganisms such as tired branch worms of supernatant liquor is how many, thus obtains the effect under different agents adding proportion.
composite flocculation agent is by chitosan, cation high molecular sodium salt, ferric metasilicate, and aluminium salt is formed, and the quality proportioning of aforementioned three is: 1:2:3.
in July, 2013, Fengnan Li Yuan sewage company limited finds that a large amount of white plates stickies leakage appears in second pond, find in white plates containing microorganisms such as a large amount of tired branch worms through assay, oxidation ditch microorganism is caused to reduce thus, wastewater treatment efficiency reduces, and the stickies outflowed with water results in blockage to filter tank, make the depth-averaged model facility reverse osmosis membrane of downstream water demand Hu Guofeng steel mill blocks, Guo Feng steel mill water treatment capacity is caused to decline, and changed part reverse osmosis membrane, the normal operation that impact is produced, after analyzing this thing reason of generation, one is the generation again by taking specific aim technological measure to reduce it, two is by adding this measure of flocculated drug, microorganism losing issue is prevented rapidly in three days, achieve the steady running up to standard of water conditioning, decrease financial loss.
it is by non-structural thread fungus raised growth that the microorganisms such as tired branch worm are run off, not forming flco or toxic substance short period of time enters and makes microorganism lose the life condition in mud, the microorganisms such as tired branch worm are caused no longer to depend on mud growth, but be separated and diffuse to form microbic mass, and it is due to very light and have certain flow velocity in sewage disposal, discharges in a large number so be mixed in water, by adding flocculation agent, reach the flocculation solidification of tired branch worm on mud, strengthen settleability, prevent the loss of microorganism.

Claims (10)

1. prevent the method that Sewage Plant microorganism is run off, carry out as follows:
A, in sewage lagoon, add polymerize aluminum chloride and composite flocculation agent, the quality proportioning of the mud in sewage lagoon, polymerize aluminum chloride and composite flocculation agent three is: 100000:3 ~ 9:1 ~ 7;
B, in the process of adding above-mentioned two kinds of medicines, to stir while adding, reach after three days and observe the leakage of microorganism.
2. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: in steps A, and the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:9:1.
3. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: composite flocculation agent is by chitosan, cation high molecular sodium salt, ferric metasilicate, and aluminium salt is formed, and aforesaid quality proportioning is: 1:2:3.
4. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: in steps A, and the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:8:2.
5. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: in steps A, and the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:7:3.
6. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: in steps A, and the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:6:5.
7. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: in steps A, and the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:5:5.
8. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: in steps A, and the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:4:6.
9. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: in steps A, and the quality proportioning of mud, polymerize aluminum chloride and composite flocculation agent three is: 100000:3:7.
10. the method preventing Sewage Plant microorganism to run off according to claim 1, is characterized in that: polymerize aluminum chloride and composite flocculation agent divide to be dosed for several times.
CN201410819196.7A 2014-12-25 2014-12-25 Prevent the method that Sewage Plant microorganism is run off Expired - Fee Related CN104445560B (en)

Priority Applications (1)

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CN201410819196.7A CN104445560B (en) 2014-12-25 2014-12-25 Prevent the method that Sewage Plant microorganism is run off

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Application Number Priority Date Filing Date Title
CN201410819196.7A CN104445560B (en) 2014-12-25 2014-12-25 Prevent the method that Sewage Plant microorganism is run off

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CN104445560A true CN104445560A (en) 2015-03-25
CN104445560B CN104445560B (en) 2016-08-24

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Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1654348A (en) * 2005-01-20 2005-08-17 上海师范大学 Composite flocculating agent for printing and dyeing waste water treatment
CN101734828A (en) * 2009-12-25 2010-06-16 浙江工业大学 Process for treating and recovering dyeing sewage water
CN101880101A (en) * 2010-02-03 2010-11-10 王鹤立 Composite technology for treatment of urban wastewater in complete set of physical and chemical methods
CN103130315A (en) * 2013-03-19 2013-06-05 绍兴伊诺环保科技有限公司 Preparation method of coagulative decolorant for recycling dyeing wastewater

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN1654348A (en) * 2005-01-20 2005-08-17 上海师范大学 Composite flocculating agent for printing and dyeing waste water treatment
CN101734828A (en) * 2009-12-25 2010-06-16 浙江工业大学 Process for treating and recovering dyeing sewage water
CN101880101A (en) * 2010-02-03 2010-11-10 王鹤立 Composite technology for treatment of urban wastewater in complete set of physical and chemical methods
CN103130315A (en) * 2013-03-19 2013-06-05 绍兴伊诺环保科技有限公司 Preparation method of coagulative decolorant for recycling dyeing wastewater

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Inventor after: Zhang Yaozong

Inventor after: Wang Yunzhan

Inventor after: Li Baikun

Inventor after: Zhang Xueqian

Inventor after: Hou Kunkun

Inventor after: Zhang Shanxin

Inventor after: Zhou Haiyan

Inventor before: Wang Yunzhan

Inventor before: Li Baikun

Inventor before: Zhang Xueqian

Inventor before: Hou Kunkun

Inventor before: Zhang Shanxin

Inventor before: Zhou Haiyan

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: 20160824

Termination date: 20171225