CN107140782A - A kind of settlement of sewage pretreatment system and method - Google Patents

A kind of settlement of sewage pretreatment system and method Download PDF

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Publication number
CN107140782A
CN107140782A CN201710218753.3A CN201710218753A CN107140782A CN 107140782 A CN107140782 A CN 107140782A CN 201710218753 A CN201710218753 A CN 201710218753A CN 107140782 A CN107140782 A CN 107140782A
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CN
China
Prior art keywords
coagulating basin
waste water
locker room
sulfuric acid
hydrogen peroxide
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.)
Pending
Application number
CN201710218753.3A
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Chinese (zh)
Inventor
李洁
王阳
丁静
任超杰
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.)
SHAOXING KEQIAO JIANGBIN WATER TREATMENT Co Ltd
Original Assignee
SHAOXING KEQIAO JIANGBIN WATER TREATMENT 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.)
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Application filed by SHAOXING KEQIAO JIANGBIN WATER TREATMENT Co Ltd filed Critical SHAOXING KEQIAO JIANGBIN WATER TREATMENT Co Ltd
Priority to CN201710218753.3A priority Critical patent/CN107140782A/en
Publication of CN107140782A publication Critical patent/CN107140782A/en
Pending legal-status Critical Current

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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F9/00Multistage treatment of water, waste water or sewage
    • 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
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • 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
    • C02F1/72Treatment of water, waste water, or sewage by oxidation
    • C02F1/722Oxidation by peroxides
    • 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
    • C02F2001/007Processes including a sedimentation step
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2305/00Use of specific compounds during water treatment
    • C02F2305/02Specific form of oxidant
    • C02F2305/026Fenton's reagent
    • 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

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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)
  • Separation Of Suspended Particles By Flocculating Agents (AREA)

Abstract

The invention discloses a kind of settlement of sewage pretreatment system and method, including interconnected equalization pond, regulating reservoir, coagulating basin, distribution well, preliminary sedimentation tank and biochemistry pool, one water inlet pipe of the equalization pond connection, one outlet pipe of the biochemistry pool connection;The coagulating basin, which is connected with ferrous sulfate locker room, the ferrous sulfate for ferrous sulfate to be added to coagulating basin by ferrous sulfate locker room and adds pump, sulfuric acid locker room, the sulfuric acid for sulfuric acid to be added to coagulating basin by sulfuric acid locker room, to be added pump, hydrogen peroxide locker room and adds pump for the hydrogen peroxide for adding hydrogen peroxide to coagulating basin by hydrogen peroxide locker room.The present invention on coagulating basin by directly connecting all kinds of medicament locker rooms, to cause processing that coagulating basin can be pre-oxidized on the basis of coagulation to waste water, without setting Fenton pond to be that can reach the effect for carrying out pre-oxidation treatment to waste water in addition, one side high degree reduces engineering cost and floor space, on the other hand the biodegradability of waste water is improved, improves subsequent biochemical pond degraded COD ability.

Description

A kind of settlement of sewage pretreatment system and method
Technical field
The invention belongs to technical field of sewage, more particularly, to a kind of settlement of sewage pretreatment system and method.
Background technology
Daily, industrial production etc. often produces substantial amounts of waste water, and these waste water can not be directly discharged into natural water source, must It must could be discharged after wastewater treatment.Existing dyeing waste water is carried out in processing generally by the way of coagulation-precipitation Processing, carries out coagulation formation little particle, so as to be precipitated in sedimentation basin, to go by coagulation by the material caused in waste water Except some in waste water can not be discharged into the material into natural water source.But, under this kind of processing mode, it can only get rid of in waste water Some the tiny suspended materials and colloidal substance existed, enter in the waste water of biochemistry pool after precipitation process still containing a large amount of Hard-degraded substance extends whole processing procedure, it is necessary to carrying out prolonged oxidative degradation in biochemistry pool can be removed Time-consuming, operating efficiency is low;And some materials for being difficult to degrade remain unchanged and can not be degraded, and are finally discharged into natural water source, Cause water pollution.
The sludge that is precipitated in preliminary sedimentation tank needs to carry out scraping mud processing by scraping mud part, but existing scrapes in mud part Cleaning shoe be typically directly in contact with the bottom surface of sedimentation basin, greatly, the abrasion of cleaning shoe is extremely tight for frictional force between the two Weight, service life is short.
The content of the invention
There is provided a kind of a kind of sewage simple in construction, service life length is heavy in order to overcome the deficiencies in the prior art by the present invention Shallow lake pretreatment system and method.
To achieve these goals, the present invention uses following technical scheme:A kind of settlement of sewage pretreatment system, including Interconnected equalization pond, regulating reservoir, coagulating basin, distribution well, preliminary sedimentation tank and biochemistry pool, the equalization pond connection one is intake Pipe, the biochemistry pool connects an outlet pipe;The coagulating basin be connected with ferrous sulfate locker room, for by ferrous sulfate by sulfuric acid Ferrous locker room adds to the ferrous sulfate of coagulating basin and adds pump, sulfuric acid locker room, for sulfuric acid to be added by sulfuric acid locker room Sulfuric acid to coagulating basin adds pump, hydrogen peroxide locker room and for hydrogen peroxide to be added to coagulation by hydrogen peroxide locker room The hydrogen peroxide in pond adds pump;The distribution well is connected with sodium hydroxide locker room and polyacrylamide locker room;It is described just heavy Pond includes pond body, the discharge pipeline scraped mud part and be communicated in pond body sidepiece being placed in pond body;The mud part of scraping includes being located at Cleaning shoe on sedimentation basin bottom surface, the drive link being connected with the cleaning shoe, the drive shaft being connected with the drive link and for driving The actuator of the drive shaft turns;The cleaning shoe is provided with the abrasionproof for reducing its frictional force between sedimentation basin bottom surface Damage structure, the anti-wear structure includes being spaced apart in multiple anti-wear components on the cleaning shoe;The anti-wear component Including ball the opening that the positioning sleeve is passed for ball is provided with the positioning sleeve outside the ball, the positioning sleeve is covered at; The positioning sleeve is detachably connected by a disassembly and assembly structure and institute cleaning shoe.The present invention on coagulating basin by directly connecting all kinds of Medicament locker room, to add medicament into coagulating basin so that Fenton's reaction occurs in coagulating basin for medicament so that coagulating basin can be The processing pre-oxidized on the basis of coagulation to waste water, so that slightly modified i.e. available on traditional Waste Water Treatment The effect of oxidation processes, without building a set of processing system containing Fenton pond in addition, the construction period is short, and construction cost is low;And Sewage is pre-processed by fenton methods, macromolecular hard-degraded substance can be decomposed into small-molecule substance, high degree Raising waste water biodegradability, improve subsequent biochemical treatment effeciency;And sodium hydroxide and polypropylene have been added in distribution well Acid amides, accelerates the flocculation of suspended material and colloidal substance, and then increases its sinking speed and efficiency in preliminary sedimentation tank;Set Anti-wear structure, can effectively reduce the abrasion between cleaning shoe and sedimentation basin bottom surface, the service life of extension device;Positioning sleeve Upper to be provided with opening, when positioning sleeve is locked on cleaning shoe, the bottom of ball can be passed by the opening to positioning sleeve Lower surface, cleaning shoe is lifted off to the bottom surface of sedimentation basin;When being placed in sedimentation basin bottom so as to cleaning shoe, be ball with sedimentation basin bottom it Between come in contact, cleaning shoe one end carry out scrape mud during, ball can be rolled freely, and cleaning shoe will not be ground Damage, abrasion is occurred over just on ball, only need periodically to change ball, without being changed to cleaning shoe, reduction dimension Accomplish this;And ball can relative positioning set carry out 360 ° of rotation, stuck phenomenon, equipment operation will not occur during motion It is more smoothly;The setting of disassembly and assembly structure causes positioning sleeve to be dismantled with respect to cleaning shoe, is easy to change ball.
Further, the disassembly and assembly structure include groove on the cleaning shoe, spiral shell that can be with the groove bolt Fitting and on the positioning sleeve for through hole that the spiro connecting piece is passed through;Provided with sealing between the spiro connecting piece and the groove Structure;By the setting of sealing structure, the upper-lower position of groove is sealed, effectively prevents from scraping sludge card during mud Enter to the space between groove and spiro connecting piece, will not occur because sludge fills up the space between groove and spiro connecting piece and difficult To back-out the situation of spiro connecting piece, spiro connecting piece can easily be back-outed all the time, easily positioning sleeve can be dismounted to change it The service life of mud equipment is scraped in interior ball, extension;Because sludge will not be entered in groove, and then the screw thread in groove will not Filled up by sludge, when spiro connecting piece is screwed into again, the internal thread that can be directly directed at groove is screwed in, and the external screw thread of spiro connecting piece is with leading to It mutually can be easily aligned between the internal thread of groove, will not be difficult to be aligned because of being filled up by sludge, will not send out substantially between the two Raw relative wear, is also not in that screw thread is smoothed because of abrasion after multiple dismounting, and then both nothings The situation of method connection;Ensure that both remain firm connection, positioning sleeve is fixedly positioning, positioning sleeve will not loosen Or the situation on cleaning shoe can not be locked at, it is ensured that the normal of equipment is used, the service life of extension device.
Further, the groove includes thread segment and sealing coordinates section, and the thread segment is provided with internal thread, described close Envelope coordinates section inwall to be smooth surface;The spiro connecting piece include the upper connecting portion that is engaged with the thread segment and with the sealing The lower connecting portion for coordinating section to be engaged.
Further, the sealing structure includes the sealant being fabricated from a flexible material, and the sealant is coated on the spiral shell It is interference fit between the sealant and sealing cooperation section on the lower connecting portion of fitting;Interference fit is easy to seal section Enter in groove, realize the interference fit with groove;Sealant is provided with spiro connecting piece, when spiro connecting piece is connected with groove, Sealant can be caught in groove, due to being interference fit between sealant and sealing cooperation section, so that sealant can block completely Tight to coordinate in sealing in section, water and sludge can not be entered in groove from groove bottom.
Or it is further, reflux in one is provided with the biochemistry pool, biochemistry pool bottom connects a mud discharging pipe, side Face connects a drainpipe, into aftertreatment systems.
The invention also discloses a kind of settlement of sewage preprocess method, it is characterised in that:Comprise the following steps:
1) waste water is entered in equalization pond by water inlet pipe, then is flowed into via equalization pond in regulating reservoir, and in regulating reservoir The interior residence time is 5.5h, after regulating reservoir regulating pondage and water quality, is fed through in improvement coagulating basin;
2) waste water, which enters, is improved after coagulating basin, and ferrous sulfate, sulfuric acid and hydrogen peroxide and waste water are put into coagulating basin Reaction, waste water is carried out after pre-oxidation 0.5h in coagulating basin, is fed through in distribution well;
3) waste water enters after distribution well, sodium hydroxide and polyacrylamide and waste water reaction is put into distribution well, afterwards Waste water is discharged by distribution well top and flows into preliminary sedimentation tank;
4) waste water enters after preliminary sedimentation tank, and precipitation 11h is carried out in it, removes most suspended substances matter and colloidal substance;
5) waste water after the completion of precipitating enters biochemistry pool, biochemical degradation 11.7h is carried out in biochemistry pool, finally by row Water pipe is discharged.
In summary, the present invention has advantages below:Can be slightly modified pre- to reach on traditional Waste Water Treatment The effect of oxidation processes, without building a set of processing system containing Fenton pond in addition, the construction period is short, and construction cost is low;It is logical Cross fenton methods to handle sewage, macromolecular hard-degraded substance can be decomposed into small-molecule substance, high degree is carried The biodegradability of high waste water;There is provided anti-wear structure, can effectively reduce the abrasion between cleaning shoe and sedimentation basin bottom surface, extension The service life of equipment;Ball only need to be regularly replaced, maintenance cost is low, positioning sleeve convenient disassembly, be easy to maintenance.
Brief description of the drawings
Fig. 1 is structural representation of the invention.
Fig. 2 is partial schematic diagram one of the invention.
Fig. 3 is partial schematic diagram two of the invention.
Embodiment
In order that those skilled in the art are better understood from the present invention program, below in conjunction with the embodiment of the present invention Accompanying drawing, clear, complete description is carried out to the technical scheme in the embodiment of the present invention.
As Figure 1-3, a kind of settlement of sewage pretreatment system and method, including the equalization pond being sequentially communicated by pipeline 1st, regulating reservoir 2, distribution well 3, preliminary sedimentation tank 4 and biochemistry pool 5, the equalization pond 1 are steady-flow tank, and it is connected with a water inlet pipe 12, The biochemistry pool is connected with an outlet pipe 13;Further, a coagulating basin is provided between the regulating reservoir 2 and the distribution well 3 6, coagulating basin 6 is connected by pipeline with regulating reservoir 2 and distribution well 3 respectively;The coagulating basin is connected with ferrous sulfate locker room 7th, ferrous sulfate adds pump 71, sulfuric acid locker room 8, sulfuric acid and adds pump 81, hydrogen peroxide locker room 9 and hydrogen peroxide and add pump 91;The ferrous sulfate locker room 7, sulfuric acid locker room 8, hydrogen peroxide locker room 9 are made of stainless steel, corrosion-resistant;It is described Ferrous sulfate add pump 71, sulfuric acid add pump 81 and hydrogen peroxide to add pump 91 be centrifugal pump;The coagulating basin and sulfuric acid Ferrous locker room 7 is connected by a pipeline, and the ferrous sulfate adds pump 71 on the pipeline, for by ferrous sulfate by sulfuric acid Ferrous locker room is added to coagulating basin;The sulfuric acid locker room 8 is connected with coagulating basin by a pipeline, and the sulfuric acid adds pump 81 on pipeline, for sulfuric acid to be added to coagulating basin by sulfuric acid locker room;The hydrogen peroxide locker room 9 and coagulating basin By being connected by a pipeline, the hydrogen peroxide adds pump 91 on pipeline, for hydrogen peroxide to be deposited by hydrogen peroxide Storage chamber is added to coagulating basin.
The distribution well 3 is connected with sodium hydroxide locker room 10 and polyacrylamide locker room 11;The sodium hydroxide is deposited Storage chamber 10 is connected by the first pipeline 101 with the distribution well, and first pipeline 101 is communicated in the bottom of distribution well 3;It is described Polyacrylamide locker room 11 is connected by the second pipeline 102 with the distribution well, and second pipeline 102 is communicated in the water distribution The bottom of well 3;Centrifugal pump is equipped with first pipeline 101 and the second pipeline 102, due to the first pipeline 101 and the second pipeline 102 Water distribution bottom is both connected to, the current in distribution well will not be made to produce larger vibration when adding medicament, reduces waste water and enters Enter the impulsive force to all parts in sedimentation basin when in sedimentation basin, equipment is hardly damaged;And entered by bottom so that medicament is in stream Top is circulated to by the bottom of distribution well when logical, fully contacted with the waste water in distribution well, organic removal rate is higher, reduces drop The degraded of low biochemistry pool takes.
As preferred, reflux in one is provided with the biochemistry pool 5, the interior reflux is that prior art can be real It is existing, for partial sludge to be back in biochemistry pool 5, it will not be repeated here;The bottom of biochemistry pool 5 connects a mud discharging pipe 51, The sludge of remainder is discharged by the mud discharging pipe 51, and biochemistry pool 5 connects a drainpipe 13 sideways, into subsequent treatment system System.
Further, the preliminary sedimentation tank 4 includes pond body 41, is placed in scraping mud part and be communicated in pond body sidepiece bottom in pond body The discharge pipeline 43 of portion position;The mud part of scraping includes cleaning shoe 44, drive link 45, drive shaft 46 and actuator 47;It is described to scrape Mud plate 44 is on sedimentation basin bottom surface, and the drive link 45 is inverted L-shaped, and its one end is connected with cleaning shoe 44, and the other end is stretched Go out to sedimentation basin top and be connected with drive shaft;Further, the cleaning shoe, which is provided with, is used to reduce itself and sedimentation basin bottom surface Between frictional force anti-wear structure, the anti-wear structure includes multiple anti-wear components on the cleaning shoe lower surface 48, it is spaced apart on these length directions of anti-wear component 48 along the cleaning shoe 44, between adjacent anti-wear component 48 Spacing is equal;Specifically, the anti-wear component 48 includes ball 481 and positioning sleeve 482, the positioning sleeve 482 covers at institute State outside ball, and the bottom of positioning sleeve is provided with an opening 483, when positioning sleeve 482 is covered on ball, ball bottom can be opened by this Mouth passes positioning sleeve lower surface;The opening is circle, and the diameter of opening is equal to the 3/4 of ball diameter so that ball can use up can Can to stretching positioning sleeve, but will not drop out, when cleaning shoe is placed in sedimentation basin, ball stretch out the part of positioning sleeve with it is heavy Shallow lake bottom of pond face is in contact, so that cleaning shoe will not wear and tear;The positioning sleeve 482 passes through a disassembly and assembly structure and the cleaning shoe 44 are detachably connected, so as to be changed to the ball in it.
The both sides of positioning sleeve 482, which stretch out, is formed with two flanges 4821, and the disassembly and assembly structure includes the groove of two cylindricalitys 441st, spiro connecting piece 442 and two through hole 443;The two through hole 443 is respectively arranged on two flange, and two groove 441 is set In on the cleaning shoe, two grooves 441 are corresponding with two through hole 443 respectively;When positioning sleeve needs to be connected with cleaning shoe 44, spiral shell Fitting 442 pass through the through hole 443 after with the bolt of groove 441, so that positioning sleeve is locked on cleaning shoe 44;The groove 441 include thread segment 445 and sealing cooperation section 446, and the thread segment 445 is provided with internal thread, and the sealing coordinates in section 446 Wall is smooth surface;The spiro connecting piece 442 may be configured as the screw that stainless steel is made, and the spiro connecting piece 442 includes upper connecting portion 447 and lower connecting portion 448, connecting portion 447 is externally provided with external screw thread on this, can be with the bolt of thread segment 445, the lower connecting portion 448 are not provided with screw thread, can be placed in sealing and coordinate in section 446, coordinate section 446 to be engaged with sealing and groove is sealed.
Specifically, being provided with the first sealing structure between the spiro connecting piece 442 and the groove 441, connecting portion is specially descended The first sealing structure is provided between 448 and sealing cooperation section 446;First sealing structure is a sealant 449, the sealant 449 are fabricated from a flexible material, preferably rubber, and sealant 449 is coated on the lower connecting portion 448 of the spiro connecting piece, sealant It can be connected between 449 and lower connecting portion 448 by Nian Jie, can be preferably connected by adhesive;The external diameter of the sealant 449 More than the internal diameter that sealing coordinates section 446 so that lower connecting portion 448 is when insertion sealing coordinates section 446;Sealant 449 with it is described Sealing is interference fit between coordinating section 446;Coordinate for the ease of the insertion sealing of lower connecting portion 448 in section 446, we will be close Envelope coordinates the outer end of section 446 to be set to flaring structure, that is, seals and coordinate the diameter of section 446 to coordinate the inner of section 446 more than sealing Diameter.
Specific processing method is as follows:Comprise the following steps:1) waste water is entered in equalization pond by water inlet pipe, then via steady Stream pond flow into regulating reservoir, and in regulating reservoir the residence time be 5.5h, after regulating reservoir regulating pondage and water quality, feeding To coagulating basin;2) waste water enters after coagulating basin, puts into ferrous sulfate, sulfuric acid and hydrogen peroxide into coagulating basin and waste water is anti- Should, waste water is carried out after pre-oxidation 0.5h in coagulating basin, is fed through in distribution well;3) waste water enters after distribution well, to distribution well Interior to put into sodium hydroxide and polyacrylamide and waste water reaction, waste water is discharged by distribution well top and flows into preliminary sedimentation tank afterwards; 4) waste water enters after preliminary sedimentation tank, and precipitation 11h is carried out in it, removes most suspended substances matter and colloidal substance;5) precipitation is completed Waste water afterwards enters biochemistry pool, and biochemical degradation 11.7h is carried out in biochemistry pool, is discharged finally by drainpipe.
Wherein, step 1) in equalization pond influent COD be not higher than 2000mg/L, pH is between 8-10;Step 3) in coagulating basin FeSO4Dosage is 200-300ppm, H2O2Dosage is 100-150ppm, and the reaction time is 0.5h;Step 3) in sodium hydroxide Dosage is in 200ppm, and polyacrylamide dosage is in 2ppm;Step 4) mesophytization pond inlet flow-patterm is between 7-8.
Further, waste water COD is 950ppm when regulating reservoir is intake, and pH is 9.08;Coagulating basin FeSO4Dosage is 209ppm, H2SO4Dosage is 242ppm, H2O2Dosage is 200ppm;Liquid caustic soda dosage is 202ppm in preliminary sedimentation tank, and PAM is thrown Dosage is 2ppm;Final biochemistry pool water inlet UV254For 0.261, water outlet COD is 258ppm.
Obviously, described embodiment is only a part of embodiment of the present invention, rather than whole embodiments.It is based on Embodiment in the present invention, it is every other that those of ordinary skill in the art are obtained under the premise of creative work is not made Embodiment, should all belong to the scope of protection of the invention.

Claims (7)

1. a kind of settlement of sewage pretreatment system, including interconnected equalization pond(1), regulating reservoir(2), coagulating basin(6), water distribution Well(3), preliminary sedimentation tank(4)And biochemistry pool(5), one water inlet pipe of the equalization pond connection(12), one water outlet of the biochemistry pool connection Pipe(13);It is characterized in that:The coagulating basin is connected with ferrous sulfate locker room(7), for by ferrous sulfate by ferrous sulfate Locker room adds to the ferrous sulfate of coagulating basin and adds pump(71), sulfuric acid locker room(8), for sulfuric acid to be thrown by sulfuric acid locker room The sulfuric acid for adding to coagulating basin adds pump(81), hydrogen peroxide locker room(9)And for by hydrogen peroxide by hydrogen peroxide locker room Add to the hydrogen peroxide of coagulating basin and add pump(91);The distribution well(3)It is connected with sodium hydroxide locker room(10)With poly- third Acrylamide locker room(11);The preliminary sedimentation tank(4)Including pond body(41), be placed in scraping mud part and be communicated in pond body side in pond body The discharge pipeline in portion(43);The mud part of scraping includes the cleaning shoe on sedimentation basin bottom surface(44)And what the cleaning shoe was connected Drive link(45), the drive shaft that is connected with the drive link(46)And for driving the actuator of the drive shaft turns(47);It is described Cleaning shoe(44)It is provided with the anti-wear structure for reducing its frictional force between sedimentation basin bottom surface, the anti-wear structure bag Include and be spaced apart in multiple anti-wear components on the cleaning shoe(48);The anti-wear component includes ball(481)And cover Positioning sleeve outside the ball(482), the positioning sleeve(482)It is provided with and supplies ball(481)Pass opening for the positioning sleeve Mouthful(483);The positioning sleeve(482)Pass through a disassembly and assembly structure and the cleaning shoe(611)It is detachably connected.
2. sewage primary sedimentation processing system according to claim 1, it is characterised in that:The disassembly and assembly structure is included located at described Groove on cleaning shoe(441), can be with the groove(441)The spiro connecting piece of bolt(442)And located at the positioning sleeve(482)On The through hole passed through for the spiro connecting piece(443);The spiro connecting piece(442)With the groove(441)Between be provided with a sealing structure.
3. sewage primary sedimentation processing system according to claim 2, it is characterised in that:The groove(441)Including thread segment (445)Coordinate section with sealing(446), the thread segment(445)Internal thread is provided with, the sealing coordinates section(446)Inwall is Smooth surface;The spiro connecting piece(442)Including with the thread segment(445)The upper connecting portion being engaged(447)With with it is described close Envelope coordinates section(446)The lower connecting portion being engaged(448).
4. sewage primary sedimentation processing system according to claim 3, it is characterised in that:The sealing structure is included by flexible material Expect the sealant being made(449), the sealant(449)It is coated on the lower connecting portion of the spiro connecting piece(448)On.
5. sewage primary sedimentation processing system according to claim 4, it is characterised in that:The sealant(449)With it is described close Envelope coordinates section(446)Between for interference fit;The sealing coordinates section(446)One end be flaring structure.
6. a kind of settlement of sewage pretreatment system according to claim 1, it is characterised in that:The biochemistry pool(5)Inside set There are reflux in one, biochemistry pool(5)Bottom connects a mud discharging pipe(51), one drainpipe of side connection(13), after Continuous processing system.
7. a kind of settlement of sewage preprocess method, it is characterised in that:Comprise the following steps:
Waste water is entered in equalization pond by water inlet pipe, then is flowed into via equalization pond in regulating reservoir, and is stopped in regulating reservoir Time is 5.5 h, after regulating reservoir regulating pondage and water quality, is fed through in coagulating basin;
2)Waste water enters after coagulating basin, and ferrous sulfate, sulfuric acid and hydrogen peroxide and waste water reaction, waste water are put into coagulating basin Carry out after 0.5 h of pre-oxidation, be fed through in distribution well in coagulating basin;
3)Waste water enters after distribution well, sodium hydroxide and polyacrylamide and waste water reaction is put into distribution well, afterwards waste water Discharged by distribution well top and flow into preliminary sedimentation tank;
4)Waste water enters after preliminary sedimentation tank, and 11 h of precipitation are carried out in it, most suspended substances matter and colloidal substance is removed;
5)Waste water after the completion of precipitation enters biochemistry pool, the h of biochemical degradation 11.7 is carried out in biochemistry pool, finally by draining Pipe is discharged.
CN201710218753.3A 2017-04-05 2017-04-05 A kind of settlement of sewage pretreatment system and method Pending CN107140782A (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108543331A (en) * 2018-03-21 2018-09-18 陈立波 A kind of system of processing of processing sanitary sewage

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2564569Y (en) * 2002-08-19 2003-08-06 许泽美 Mud scraper for circular precipitation tank
US20060124539A1 (en) * 2004-12-10 2006-06-15 Fujiwara Sangyo Kabushiki Kaisha Sludge scraping and collecting apparatus
CN201244386Y (en) * 2008-06-10 2009-05-27 丹东北方环保工程有限公司 Single-post automatic rake-lifting large-sized center drive mud scraper
CN203307179U (en) * 2013-06-04 2013-11-27 绍兴县江滨水处理有限公司 Methyldopa waste water treatment equipment
CN105948411A (en) * 2016-06-29 2016-09-21 盐城工学院 Novel industrial wastewater treatment process
CN207619190U (en) * 2017-04-05 2018-07-17 绍兴柯桥江滨水处理有限公司 A kind of wastewater sedimentation pretreatment system

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2564569Y (en) * 2002-08-19 2003-08-06 许泽美 Mud scraper for circular precipitation tank
US20060124539A1 (en) * 2004-12-10 2006-06-15 Fujiwara Sangyo Kabushiki Kaisha Sludge scraping and collecting apparatus
CN201244386Y (en) * 2008-06-10 2009-05-27 丹东北方环保工程有限公司 Single-post automatic rake-lifting large-sized center drive mud scraper
CN203307179U (en) * 2013-06-04 2013-11-27 绍兴县江滨水处理有限公司 Methyldopa waste water treatment equipment
CN105948411A (en) * 2016-06-29 2016-09-21 盐城工学院 Novel industrial wastewater treatment process
CN207619190U (en) * 2017-04-05 2018-07-17 绍兴柯桥江滨水处理有限公司 A kind of wastewater sedimentation pretreatment system

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108543331A (en) * 2018-03-21 2018-09-18 陈立波 A kind of system of processing of processing sanitary sewage
CN108543331B (en) * 2018-03-21 2020-05-12 鲁仕宝 Processing system for treating domestic sewage

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