CN104355486B - Low-consumption papermaking wastewater treatment system - Google Patents
Low-consumption papermaking wastewater treatment system Download PDFInfo
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- CN104355486B CN104355486B CN201410570439.8A CN201410570439A CN104355486B CN 104355486 B CN104355486 B CN 104355486B CN 201410570439 A CN201410570439 A CN 201410570439A CN 104355486 B CN104355486 B CN 104355486B
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- flocculating sedimentation
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/26—Nature of the water, waste water, sewage or sludge to be treated from the processing of plants or parts thereof
- C02F2103/28—Nature of the water, waste water, sewage or sludge to be treated from the processing of plants or parts thereof from the paper or cellulose industry
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/08—Chemical Oxygen Demand [COD]; Biological Oxygen Demand [BOD]
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- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2209/00—Controlling or monitoring parameters in water treatment
- C02F2209/10—Solids, e.g. total solids [TS], total suspended solids [TSS] or volatile solids [VS]
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2301/00—General aspects of water treatment
- C02F2301/08—Multistage treatments, e.g. repetition of the same process step under different conditions
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/02—Odour removal or prevention of malodour
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- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Organic Chemistry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Microbiology (AREA)
- Separation Of Suspended Particles By Flocculating Agents (AREA)
Abstract
The invention discloses a low-consumption papermaking wastewater treatment system which comprises a wastewater pool, a first flocculating settling pool, a fiber recoverer, a second flocculating settling pool, a biological degrading pool and a reused water pool, wherein the wastewater pool is connected to the water inlet end of the first flocculating settling pool; the water discharging end of the first flocculating settling pool is connected to the water inlet end of the fiber recoverer through a pipeline; the water discharging end of the fiber recoverer is connected to the water inlet end of the second flocculating settling pool; the water discharging end of the second flocculating settling pool is connected to the water inlet end of the biological degrading pool; the water discharging end of the biological degrading pool is connected to the reused water pool; a sludge pool is arranged at the bottom of the first flocculating settling pool; the second flocculating settling pool comprises an upper layer, a middle layer and a bottom layer; a water drain pipe connected to a biological settling pool, a backflow pipe connected to the first flocculating settling pool and a sewage drain pipe connected to the sludge pool are respectively arranged at the upper layer, the middle layer and the bottom layer of the second flocculating settling pool. The low-consumption papermaking wastewater treatment system is thorough in wastewater treatment effect and low in energy consumption, and is favorable for popularization and application.
Description
Technical field
The present invention relates to a kind of papermaking wastewater treatment system of low consumption, belong to field of industrial waste water treatment.
Background technology
Water is Source of life, and global water shortage problem is increasingly severe, and using water wisely is advocated always, as with water
The commercial production industry of rich and influential family, more should carry out the reduction of discharging of water for industrial use, improve the cyclic utilization rate of water, it is to avoid water for industrial use
Waste.
Meanwhile, problem of environmental pollution is also on the rise, and boosts environmental awareness, and reduces pollutant, especially industrial
The discharge of sewage or waste water, is to cause one of major reason of environmental pollution, how to process trade effluent or the discharge of waste water becomes
For reducing important measures of environmental pollution.
Paper industry is the serious industry of a polluted source discharge, and paper-making process needs using substantial amounts of water, traditional
A large amount of polluted sources are discharged in paper mill, all can produce pollution to water quality and soil, also produce substantial amounts of niff.Papermaking
Containing the paper-making fibre remaining in paper-making process in waste water in the waste water of factory's discharge, cause loss and the waste of paper-making fibre;
Also contain additive for paper making in the waste water in paper mill, most additive for paper making is not volatilizable, can remain in soil or
In sewage, discharge can cause the pollution that cannot eliminate for a long time in the environment.
The whole production process of pulp and paper industry needs substantial amounts of water, and these water summarize substantial amounts of in process of production
Industrial harmful substance, both cannot directly utilize, and directly discharge pollutes the environment again, and therefore, to pulping and papermaking processes, each stage produces
Raw waste water carries out recycling, has significant economy and social value, decides the survival and development of papermaking enterprise.
In paper industry, be usually used chemical precipitation, air-flotation process and biological oxidation etc. place method to sewage or
Wastewater treatment.
Papermaking environmental protection coagulation traditional handicraft is first precipitation or materialization flocculation sediment at present, flocculation process removal efficiency
Height, especially can remove the mailing pollutant of a large amount of macromolecule difficult degradations, and this carries out biochemical treatment for next step and has established base
Plinth, however, such process is only applicable to the relatively low waste water of load.European countries are the most advanced on materializing strategy, substantially
Superseded horizontal sedimentation tank, rushes the advanced sedimentation such as depositing reservoir, sludge blanket clarifier using milk.
The technology of biomembrane ultra-filtration in recent years, reverse osmosiss, electrodialysiss, ion-exchange treatment means continuously emerge.In papermaking
In industry, on the one hand because processing cost is too high, on the other hand due to the complicated component of paper waste, intractability is big, therefore,
So far industrialized maturation treatment technology is not still had to can use.
Inventor finds Patent No. 2009100012718 through retrieval, and patent name is the processing method of paper waste
Patent of invention disclose by filtration, upcb process, biochemical treatment, and the pulping wastewater treatment method of advanced treating, its
Inventive point is to employ upcb handling process, and achieving the goal is with the cost of relatively low waste water, and the treatment effeciency of waste water is high, and
And gratifying result can be reached.The present invention does not account for Bubble-floating Method, and a kind of water treatment effect is fine, and cost is not
High handling process, the requirement control parameter of upcb handling process is extremely complex, there is very big very difficult reality in commercial Application
An existing difficult problem.
Inventor also retrieves a Patent No. 2009100012703, and patent name is the processing method of paper waste
Patent of invention, which disclose using filtration, flocculation sediment, qa2o process, and advanced treating, the inventive point of this patent
It is that processing handling process using qa2o replaces conventional biochemical processing method, reaches cost-effective, high treating effect, technique letter
Single beneficial effect.But such technique needs using substantial amounts of chemical agent, in residual waste water after treatment, for useless
Reusing of water brings a lot of restricted problems.
And two patents all do not account for the fiber recovery problem in waste water, waste the fiber in waste water.
Content of the invention
In order to solve above-mentioned problem, the invention discloses a kind of papermaking wastewater treatment system of low consumption, this waste water
Processing system makes full use of the waste water treatment process of flocculating sedimentation, is a kind of wastewater treatment mode of more low consumption, can reach reason
The pulping wastewater treatment effect thought.
A kind of papermaking wastewater treatment system of low consumption, is characterized in that returning including wastewater disposal basin, first flocculating sedimentation pond, fiber
Receive device, second flocculating sedimentation pond, biodegradation pond and reuse pool, described wastewater disposal basin connects the waste water row from paper machine room
Put pipeline, the waste water in described wastewater disposal basin is transported to the water inlet end in first flocculating sedimentation pond by waste pipe, described first
The water outlet side in road flocculating sedimentation pond is connected to the water inlet end of fiber recoverer by pipeline, and the water of described fiber recoverer is discharged
End is connected to second flocculating sedimentation pond water inlet end, and the water outlet side in described second flocculating sedimentation pond is connected to biodegradation pond
Water inlet end, the water outlet side in biodegradation pond is connected to reuse pool.
The bottom in described first flocculating sedimentation pond is provided with sludge-tank.
Described second flocculating sedimentation pond includes three layers, respectively upper strata, middle level and bottom, described upper strata, middle level and
Bottom is respectively arranged with and is connected to the drain pipe in biodeposition pond, is connected to the return duct in first flocculating sedimentation pond and is connected to
The blow-off pipe of sludge-tank.
It is respectively arranged with filter layer and middle level and bottom between the upper strata in described second flocculating sedimentation pond and middle level.
There is two or more in described first flocculating sedimentation pond, and plural first flocculating sedimentation pond is connected in series,
The water outlet side in first flocculating sedimentation pond is connected to the water inlet end in first adjacent flocculating sedimentation pond, all first flocculations
Sedimentation tank shares a sludge-tank.
There is two or more in described second flocculating sedimentation pond, and plural second flocculating sedimentation pond is connected in series,
The water outlet side in second flocculating sedimentation pond is connected to the water inlet end in adjacent second flocculating sedimentation pond, all of second wadding
The upper strata of solidifying Sedimentation tank, middle level and bottom are respectively arranged with and are connected to the drain pipe in biodeposition pond, are connected to first flocculation
The return duct of Sedimentation tank and the blow-off pipe being connected to sludge-tank, all second flocculating sedimentation ponds share a sludge-tank.
Described all of first flocculating sedimentation pond and all of second flocculating sedimentation pond share a sludge-tank.
The operation principle of the present invention is:
1st, the paper waste of paper mill discharge is discharged into wastewater disposal basin first, and wastewater disposal basin is accepted and store waste water, for follow-up
Treatment process extracts;
2nd, extract the paper waste coming from wastewater disposal basin, substantial amounts of directly from containing in the paper waste in wastewater disposal basin
The pollutions such as ss, cod, bod, harmful substance, this waste water enter first flocculating sedimentation pond, by waste water increase flocculant and
Flocculation aid, strengthen waste water in pollutant, the flocculation of harmful substance, sedimentation, the discharge of poisonous waste settling down to sludge-tank,
Process further, the upper strata waste water of settlement treatment, enter fiber recoverer;
3rd, reduced in a large number by the ss that the waste water of one flocculating sedimentation process is opened, waste water can be big to the injury of fiber recoverer
Big reduction, the purity of the paper-making fibre of recovery and clean degree are much higher, are conducive to the friendly life-time service of equipment;
4th, the ss in the waste water after fiber recoverer process and paper-making fibre substantially reduce, cod, the bod in waste water
Also there is the removal of certain degree Deng pollution, then through second flocculating sedimentation, the dirt such as cod, bod in removal waste water further
Dye, improves the limpid degree of waste water, allows the harmful substance contents of waste water to reduce;
5th, biodegradation can remove the abnormal smells from the patient that waste water embarrasses, and improves the limpid degree of waste water, remove and be not flocculated sedimentation
The polluter getting off, allows waste water be finally reached the standard of paper machine room recycle-water.
Beneficial effects of the present invention:
(1) pollution, the harmful substance such as main ss, cod, bod being removed by flocculating sedimentation in waste water, power consumption is low, processes
Process is gentleer, and the requirement to equipment is low;
(2) waste water, after first flocculating sedimentation, eliminates most ss, then carries out fiber recovery, waste water pair
The injury of fiber recovery equipment is little, and the fiber that recovery obtains is cleaner, and purity is high, advantageously reduces the paper-making fibre of recovery
In pulping process when reusing, the amount of bringing into of pollutant;
(3) second flocculating sedimentation processes the waste water that the upper strata waste water obtaining is after the clean process of comparison, can be direct
After being transported to biodeposition pond, reach recycle water standard through biodeposition, second flocculating sedimentation processes the middle level obtaining and gives up
Water is the pollutions such as cod, bod, the water layer of harmful substance Relatively centralized, is transported to first flocculating sedimentation pond, is flocculated place again
Reason, improves the effect of the process of waste water;
(4) first flocculating sedimentation process the mud settling down processing with second flocculating sedimentation and enter sludge-tank,
In sludge-tank, the harmful substance in mud is processed further so that the material being settled down reaches environmental emission mark
Accurate.
Brief description
Fig. 1 is the equipment connecting relation schematic diagram of the present invention.
Specific embodiment
With reference to the accompanying drawings and detailed description, it is further elucidated with the present invention.It should be understood that following specific embodiments are only
For the present invention being described rather than limiting the scope of the present invention.
Accompanying drawing is only a specific embodiment of the present invention.
Embodiment 1:
Fig. 1 is the equipment connecting relation schematic diagram of the present invention, visible in conjunction with accompanying drawing, the present invention include wastewater disposal basin, first
Flocculating sedimentation pond, fiber recoverer, second flocculating sedimentation pond, biodegradation pond, sludge-tank and reuse pool, described wastewater disposal basin
Connect the discharge of wastewater pipeline from paper machine room, the waste water in described wastewater disposal basin is transported to first flocculation by waste pipe
The water inlet end of Sedimentation tank, the water outlet side in described first flocculating sedimentation pond is connected to the water inlet of fiber recoverer by pipeline
End, the water outlet side of described fiber recoverer is connected to second flocculating sedimentation pond water inlet end, described second flocculating sedimentation pond
Water outlet side be connected to the water inlet end in biodegradation pond, the water outlet side in biodegradation pond is connected to reuse pool.
The bottom in described first flocculating sedimentation pond is provided with sludge-tank.Sludge-tank is used for processing first flocculating sedimentation pond
In the polluter that settles down.
Described second flocculating sedimentation pond includes three layers, respectively upper strata, middle level and bottom, described upper strata, middle level and
Bottom is respectively arranged with and is connected to the drain pipe in biodeposition pond, is connected to the return duct in first flocculating sedimentation pond and is connected to
The blow-off pipe of sludge-tank.Second flocculating sedimentation Chi Fensange stratum is processed, improves treatment effect.
It is respectively arranged with filter layer and middle level and bottom between the upper strata in described second flocculating sedimentation pond and middle level.
Embodiment 2:
There is two or more in described first flocculating sedimentation pond, and plural first flocculating sedimentation pond is connected in series,
The water outlet side in first flocculating sedimentation pond is connected to the water inlet end in first adjacent flocculating sedimentation pond, all first flocculations
Sedimentation tank shares a sludge-tank.
Wastewater disposal basin, fiber recoverer, second flocculating sedimentation pond, the connection in biodegradation pond, sludge-tank and reuse pool
Relation is consistent with embodiment 1.
Embodiment 3:
There is two or more in described second flocculating sedimentation pond, and plural second flocculating sedimentation pond is connected in series,
The water outlet side in second flocculating sedimentation pond is connected to the water inlet end in adjacent second flocculating sedimentation pond, all of second wadding
The upper strata of solidifying Sedimentation tank, middle level and bottom are respectively arranged with and are connected to the drain pipe in biodeposition pond, are connected to first flocculation
The return duct of Sedimentation tank and the blow-off pipe being connected to sludge-tank, all second flocculating sedimentation ponds share a sludge-tank.
Wastewater disposal basin, fiber recoverer, first flocculating sedimentation pond, the connection in biodegradation pond, sludge-tank and reuse pool
Relation is consistent with embodiment 1.
Embodiment 4:
All there is two or more in described first flocculating sedimentation pond and second flocculating sedimentation pond, plural first wadding
Solidifying Sedimentation tank is consistent with embodiment 3 with embodiment 2 with the annexation in second flocculating sedimentation pond.
Embodiment 5:
All there is two or more in described first flocculating sedimentation pond and second flocculating sedimentation pond, plural first wadding
Solidifying Sedimentation tank is consistent with embodiment 3 with embodiment 2 with the annexation in second flocculating sedimentation pond, and described all of first
Flocculating sedimentation pond and all of second flocculating sedimentation pond share a sludge-tank.
Technological means disclosed in the present invention program are not limited only to the technological means disclosed in above-mentioned technological means, also include
The technical scheme being made up of above technical characteristic combination in any.
With the above-mentioned desirable embodiment according to the present invention for enlightenment, by above-mentioned description, relevant staff is complete
Entirely various change and modification can be carried out in the range of without departing from this invention technological thought.The technology of this invention
The content that property scope is not limited in description it is necessary to determine its technical scope according to right.
Claims (2)
1. a kind of papermaking wastewater treatment system of low consumption, is characterized in that including wastewater disposal basin, first flocculating sedimentation pond, fiber
Withdrawer, second flocculating sedimentation pond, biodegradation pond and reuse pool, described wastewater disposal basin connects from paper machine room
Discharge of wastewater pipeline, the waste water in described wastewater disposal basin is transported to the water inlet end in first flocculating sedimentation pond by waste pipe,
The water outlet side in described first flocculating sedimentation pond is connected to the water inlet end of fiber recoverer, described fiber recovery by pipeline
The water outlet side of device is connected to second flocculating sedimentation pond water inlet end, and the water outlet side in described second flocculating sedimentation pond connects
To the water inlet end in biodegradation pond, the water outlet side in biodegradation pond is connected to reuse pool;
The bottom in described first flocculating sedimentation pond is provided with sludge-tank;
Described second flocculating sedimentation pond includes three layers, respectively upper strata, middle level and bottom, described upper strata, middle level and
Bottom is respectively arranged with the drain pipe being connected to biodegradation pond, the return duct being connected to first flocculating sedimentation pond and connection
Blow-off pipe to sludge-tank;
There is two or more in described first flocculating sedimentation pond, and plural first flocculating sedimentation pond is connected in series, the
The water outlet side in one flocculating sedimentation pond is connected to the water inlet end in first adjacent flocculating sedimentation pond, all first flocculations
Sedimentation tank shares a sludge-tank;
It is respectively arranged with filter layer and middle level and bottom between the upper strata in described second flocculating sedimentation pond and middle level;
There is two or more in described second flocculating sedimentation pond, and plural second flocculating sedimentation pond is connected in series, the
The water outlet side in two roads flocculating sedimentation pond is connected to the water inlet end in adjacent second flocculating sedimentation pond, all of second wadding
The upper strata of solidifying Sedimentation tank, middle level and bottom are respectively arranged with and are connected to the drain pipe in biodegradation pond, are connected to first wadding
The return duct of solidifying Sedimentation tank and the blow-off pipe being connected to sludge-tank, all second flocculating sedimentation ponds share a sludge-tank.
2. the papermaking wastewater treatment system of a kind of low consumption according to claim 1, is characterized in that described all of first
Road flocculating sedimentation pond and all of second flocculating sedimentation pond share a sludge-tank.
Priority Applications (4)
Application Number | Priority Date | Filing Date | Title |
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CN201610570922.5A CN106116023B (en) | 2014-10-24 | 2014-10-24 | A kind of working method of waste water treatment system |
CN201610570924.4A CN105948425B (en) | 2014-10-24 | 2014-10-24 | Papermaking wastewater treatment system |
CN201410570439.8A CN104355486B (en) | 2014-10-24 | 2014-10-24 | Low-consumption papermaking wastewater treatment system |
CN201610570925.9A CN106186516B (en) | 2014-10-24 | 2014-10-24 | A kind of waste water treatment system |
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CN201410570439.8A CN104355486B (en) | 2014-10-24 | 2014-10-24 | Low-consumption papermaking wastewater treatment system |
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CN201610570925.9A Division CN106186516B (en) | 2014-10-24 | 2014-10-24 | A kind of waste water treatment system |
CN201610570924.4A Division CN105948425B (en) | 2014-10-24 | 2014-10-24 | Papermaking wastewater treatment system |
CN201610570922.5A Division CN106116023B (en) | 2014-10-24 | 2014-10-24 | A kind of working method of waste water treatment system |
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CN104355486A CN104355486A (en) | 2015-02-18 |
CN104355486B true CN104355486B (en) | 2017-02-01 |
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CN201610570924.4A Active CN105948425B (en) | 2014-10-24 | 2014-10-24 | Papermaking wastewater treatment system |
CN201610570925.9A Active CN106186516B (en) | 2014-10-24 | 2014-10-24 | A kind of waste water treatment system |
CN201410570439.8A Active CN104355486B (en) | 2014-10-24 | 2014-10-24 | Low-consumption papermaking wastewater treatment system |
CN201610570922.5A Active CN106116023B (en) | 2014-10-24 | 2014-10-24 | A kind of working method of waste water treatment system |
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CN201610570924.4A Active CN105948425B (en) | 2014-10-24 | 2014-10-24 | Papermaking wastewater treatment system |
CN201610570925.9A Active CN106186516B (en) | 2014-10-24 | 2014-10-24 | A kind of waste water treatment system |
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CN104692593A (en) * | 2015-02-28 | 2015-06-10 | 江苏高科物流科技股份有限公司 | Treatment method applied to industrial wastewater |
CN105036483A (en) * | 2015-08-14 | 2015-11-11 | 云南汉光纸业有限公司 | Multi-stage treatment and recycling system for white water of paper mill |
CN105399268A (en) * | 2015-09-29 | 2016-03-16 | 贵州富泰凯纸业有限公司 | System and method of energy conservation and emission reduction for recycling sewage |
CN113149335A (en) * | 2021-03-12 | 2021-07-23 | 昆山市水利设计院有限公司 | Be used for black and odorous river course sewage layering to administer mechanism and synthesize renovation system |
CN114477383A (en) * | 2022-02-22 | 2022-05-13 | 浙江理工大学 | Low-voltage direct current U-shaped pipe protein flocculator |
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US20050247622A1 (en) * | 2004-04-28 | 2005-11-10 | Long Dennis J | Anaerobic biological treatments |
CN101428941B (en) * | 2008-12-17 | 2010-08-18 | 中冶华天工程技术有限公司 | Process for treating wastewater from pulping papermaking |
CN103553267A (en) * | 2013-10-12 | 2014-02-05 | 遵义县新昌纸业有限公司 | Zero-discharge treatment process of papermaking wastewater |
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CN106116023B (en) | 2018-09-25 |
CN106186516B (en) | 2018-04-24 |
CN106186516A (en) | 2016-12-07 |
CN106116023A (en) | 2016-11-16 |
CN105948425A (en) | 2016-09-21 |
CN105948425B (en) | 2018-05-15 |
CN104355486A (en) | 2015-02-18 |
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