CN207713572U - A kind of New Type of Sewage Treatment System - Google Patents
A kind of New Type of Sewage Treatment System Download PDFInfo
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- CN207713572U CN207713572U CN201721223046.5U CN201721223046U CN207713572U CN 207713572 U CN207713572 U CN 207713572U CN 201721223046 U CN201721223046 U CN 201721223046U CN 207713572 U CN207713572 U CN 207713572U
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Abstract
The utility model discloses a kind of New Type of Sewage Treatment System, its key points of the technical solution are that:Include for removing the type mechanical grate foul remover of suspended matter in sewage, with the connection of the water outlet of the type mechanical grate foul remover for removing the primary sedimentation pond of liquid level dross, being used for the aeration tank of decomposing organic matter compound for detaching the secondary sedimentation tank of water and sludge, be connected to the water outlet of the secondary sedimentation tank with the connection of the water outlet of the primary sedimentation pond and be connected to the chlorination house for being used for sterilizing with the water outlet of the aeration tank;While ensuring wastewater treatment efficiency, using general sewage disposal treatment process, by adding some special sewage disposal devices, compared with the prior art there is apparent equipment to simplify advantage, to bring the economic benefit of bigger.
Description
Technical field
The utility model is related to a kind of sewage disposal systems, more specifically, it relates to a kind of New Type of Sewage Treatment System.
Background technology
Sewage disposal is the water quality requirement for draining a certain water body to make sewage reach or reusing, and is purified to it
Process.Sewage disposal is widely used in building, agricultural, traffic, the energy, petrochemical industry, environmental protection, urban landscape, medical treatment, food and drink etc.
Every field also comes into the daily life of common people more and more.
The Chinese patent of Publication No. CN204661487U discloses a kind of New Type of Sewage Treatment System, including primary purifying
System, secondary stage purified system, oxygen-enriching device, sedimentation basin, sludge reflux pump and sludge discharge tank, the primary purifying system include water inlet
Pump, trash and coarse rack, the secondary stage purified system include transfer shares trash, desanding basin and fine fack, described in sewage enters
The water inlet of intake pump, the water outlet of the intake pump is separately connected the water inlet end of the trash and the coarse rack enters water
Mouthful, the water inlet of the desanding basin is connect with the water outlet of the water outlet of the trash and the coarse rack respectively, described thin
Grid and the trash of transferring shares are in the desanding basin, the water inlet of the water outlet of the desanding basin and the oxygen-enriching device
Mouthful connection, the water outlet of the oxygen-enriching device connect the water inlet of the sedimentation basin, the water outlet of the sedimentation basin respectively with institute
The water inlet for stating sludge reflux pump is connected with the water inlet of sludge dewatering equipment, and the water outlet of the sludge dewatering equipment is discharged for clear water
Mouthful, the water outlet of the sludge reflux pump connect with the water inlet end of the sludge discharge tank, the water outlet of the sludge discharge tank and it is described into
The water inlet of water pump connects.
The sludge in sewage is carried out by the way that sewage to be passed through to primary purifying system, secondary stage purified system and sedimentation basin successively
Three steps desilt processing, are divided into and do not obtain clear water after sludge dewatering equipment essence desilts, do not eliminate through sludge reflux pump
Be then sent through after sludge discharge tank primary purifying system carry out cycle desilt so that treated, and water can be up to standard;But the system knot
Structure is complicated, installation difficulty is larger, and small so as to cause the scope of application, economic benefit is poor.
Utility model content
In view of the deficienciess of the prior art, the purpose of this utility model is to provide a kind of New Type of Sewage Treatment System,
With simple in structure, it is applied widely to realize bigger economic effect the advantages of.
To achieve the above object, the utility model provides following technical solution:
A kind of New Type of Sewage Treatment System, include for remove the type mechanical grate foul remover of suspended matter in sewage, with it is described
Primary sedimentation pond and the water outlet of the primary sedimentation pond of the water outlet connection of type mechanical grate foul remover for removing liquid level dross
Mouth connection is used for decomposing organic matter for detaching the secondary sedimentation tank of water and sludge, being connected to the water outlet of the secondary sedimentation tank
The aeration tank of compound and be connected to the water outlet of the aeration tank for disinfection chlorination house.
So set, the suspended material in sewage is removed by type mechanical grate foul remover and primary sedimentation pond, it is then sharp
Water and sludge are detached with secondary sedimentation tank, organic compound will promoted to be decomposed into final inorganic matter using aeration tank, promoted
Make organic matter degradation, finally carried out disinfection using chlorination house, realize the purification of sewage, and simple in structure, convenient for various middle-size and small-size
Sewage treatment plant uses.
Further setting:Advance sedimentation separation is communicated between the type mechanical grate foul remover and the primary sedimentation pond to go
Except the settling pit of the grains of sand in sewage.
So set, by by the advance sedimentation separation of the grains of sand in sewage, exempted from facilities such as protective conduit, valve, pumps
Frayed and blocking.
Further setting:Being equipped between the settling pit and the primary sedimentation pond prevents the dredge pump of sewage backflow,
The water inlet of the dredge pump is connected to the water outlet of the settling pit, the water outlet of the dredge pump and the primary sedimentation pond
Water inlet connection.
So set, sewage lifting handled to higher position using dredge pump in order to avoid sewage backflow, leads to dirt
Water treatment efficiency reduces.
Further setting:The type mechanical grate foul remover is provided with the intake pump for collecting sewage, the intake pump
Water outlet is connected to setting with the water inlet of the type mechanical grate foul remover.
So set, the collection of sewage can be accelerated using intake pump, accelerates the efficiency of sewage disposal, meet large amount of sewage
The demand of processing.
Further setting:The aeration tank is built-in to have mechanical impellor, the mechanical impellor to be set in the aeration tank
Wastewater surface, the aeration tank are set as rectangular aero-accelerator.
So set, using waste water in mechanical impellor agitation pond, so that the oxygen in air is dissolved in water, promote in pond waste water not
It is disconnected to circulate, gas-liquid contact face is constantly updated to increase oxygen absorbed, the aeration tank of rectangular setting can install multiple rows of mechanical impellor,
Make aeration effect more.
Further setting:The water inlet of the primary sedimentation pond is provided with and communicated with the concentration basin for recycling sludge,
The water inlet of the concentration basin respectively with the water outlet of the primary sedimentation pond, the water outlet of aeration tank and secondary sedimentation tank
Water outlet is connected to.
So set, by primary sedimentation pond, aeration tank and the processed water-containing sludge of secondary sedimentation tank by being sent to
Water-containing sludge can be handled again in concentration basin, reinforces the treatment effect to sludge and utilization.
Further setting:The concentration basin is intermittent gravity concentration tank, and the concentration basin includes for after being dehydrated
Sludge discharge sludge pipe and be connected to the water inlet of the aeration tank for by after desliming sewage be discharged supernatant
Discharge pipe.
So set, the concentration of spoil disposal solid can be selected by sludge pipe, sewage can be made using supernatant discharge pipe
It is recycled, reinforces the treatment effect of sewage.
Further setting:The contact chamber for laboratory sampling is provided between the secondary sedimentation tank and the chlorination house,
The water inlet of the contact chamber is connected to the water outlet of the secondary sedimentation tank, the water outlet of the contact chamber and the chlorination house
Water inlet connection.
So set, contact chamber can sewage stores certain time to treated, can take out during storage
Water carries out laboratory sampling, checks whether up to standard, and determines that treated whether sewage can carry out the next step, it is ensured that sewage
Treatment effect.
Further setting:It is provided with the flowmeter being connected to the water inlet of chlorination house in the chlorination house and adds with described
Water outlet between chlorine is connected to the chlorinating machine for launching chlorine.
So set, determining the total amount for the water for needing to sterilize by flowmeter, and the chlorine of chlorinating machine can be determined according to this
Injected volume, avoids disinfection not exclusively or chlorine dispensing excessively causes unnecessary waste.
Further setting:The chlorinating machine is connected with the controller of control chlorinating machine work, the water outlet of the chlorination house
On be provided with based on the chlorine residue for detecting chlorine content, the control of the chlorine residue meter and the controller connects.
So set, containing cl concn by the detection draining of chlorine residue meter, and further strengthened to chlorinating machine by controller
Chlorine launch precision.
By using above-mentioned technical proposal, the utility model is compared compared with the prior art:Ensuring wastewater treatment efficiency
Meanwhile having compared with the prior art by adding some special sewage disposal devices using general sewage disposal treatment process
There is apparent equipment to simplify advantage, to bring the economic benefit of bigger.
Description of the drawings
Fig. 1 is the structure diagram of New Type of Sewage Treatment System;
Fig. 2 is the structural schematic diagram of the concentration basin of New Type of Sewage Treatment System;
Fig. 3 is the structural schematic diagram of the aeration tank of New Type of Sewage Treatment System;
Fig. 4 is the structural schematic diagram of the chlorination house of New Type of Sewage Treatment System.
In figure:1, intake pump;2, type mechanical grate foul remover;3, settling pit;4, dredge pump;5, primary sedimentation pond;6, secondary
Sedimentation basin;7, aeration tank;71, mechanical impellor;8, contact chamber;9, chlorination house;91, flowmeter;92, chlorinating machine;93, controller;
94, chlorine residue meter;10, concentration basin;101, supernatant discharge pipe;102, sludge pipe.
Specific implementation mode
New Type of Sewage Treatment System is described further referring to figs. 1 to Fig. 4.
A kind of New Type of Sewage Treatment System, as shown in Figure 1, including set gradually intake pump 1 for collecting sewage, with
Type mechanical grate foul remover 2 and type mechanical grate foul remover 2 of the water outlet connection of intake pump 1 for removing suspended matter in sewage
Water outlet connection removes the settling pit 3 of the grains of sand in sewage for advance sedimentation separation, is connected to the water outlet of settling pit 3 for preventing
Only the dredge pump 4 of sewage backflow, be connected to the water outlet of dredge pump 4 primary sedimentation pond 5 for removing liquid level dross, with it is first
The water outlet of sedimentation basin 5 is connected to for detaching the secondary sedimentation tank 6 of water and sludge, being connected to use with the water outlet of secondary sedimentation tank 6
In the aeration tank of decomposing organic matter compound 7, it is connected to the water outlet of aeration tank 7 contact chamber 8, Yi Jiyu for laboratory sampling
Chlorination house of the water outlet connection of contact chamber 8 for disinfection;Wherein, primary sedimentation pond 5 is also communicated with for recycling sludge
Concentration basin 10, and the water inlet of concentration basin 10 respectively with the water outlet of primary sedimentation pond 5, the water outlet of aeration tank 7 and two
The water outlet of secondary sedimentation basin 6 is connected to.
As shown in Fig. 2, concentration basin 10 is intermittent gravity concentration tank, concentration basin 10 includes for by dewatered sludge
The sludge pipe 102 of discharge and for by after desliming sewage discharge supernatant discharge pipe 101.
As shown in figure 3, being installed with multiple mechanical impellors 71 in aeration tank 7 side by side;Wherein, mechanical impellor is set to aeration tank 7
Interior wastewater surface, and aeration tank 7 is set as rectangular aero-accelerator.
As shown in figure 4, being provided with the flowmeter 91 being connected to the water inlet of chlorination house 9 in chlorination house 9 and adding with described
9 water outlet is connected to the chlorinating machine 92 for launching chlorine between chlorine, and chlorinating machine 92 is connected with the control that control chlorinating machine 92 works
Device 93 processed;Wherein, it is provided on the water outlet of chlorination house 9 94 based on the chlorine residue for detecting chlorine content, chlorine residue meter 94 and control
The control connection of device 93.
Operation principle:When needing treated sewage, sewage is collected first with intake pump 1, accelerates the gathering speed of sewage,
The sewage gathered is sent to by intake pump 1 in type mechanical grate foul remover 2, will be outstanding in sewage using type mechanical grate foul remover 2
Float removes, and the sewage for tentatively getting rid of suspended matter is sent in settling pit 3;The grains of sand in sewage are sunk in advance by settling pit 3
Drop separation, with facilities such as protective conduit, valve, pumps from wearing and blocking, continues the row of being sent to by the sewage for having precipitated the grains of sand
In dirt pump 4, sewage lifting handled to higher position using dredge pump 4 in order to avoid sewage backflow, causes sewage disposal to be imitated
Rate reduces;The sewage of promotion can flow to primary sedimentation pond 5, be removed remaining suspended matter using primary sedimentation pond 5, by suspended matter
Fully erased sewage is sent in secondary sedimentation tank 6 with the grains of sand, is detached water and sludge using secondary sedimentation tank 6, is isolated for the first time
Still contain partial organic substances and sludge in the water of sludge;Recycle aeration tank 7 that organic compound will be promoted to be decomposed into final
Inorganic matter promotes organic matter degradation, the complete clear water of organic matter degradation to be sent in contact chamber 8, can be to processing using contact chamber 8 after
Sewage store certain time;Some water can be taken out during storage and carry out laboratory sampling, check whether it is up to standard, and at decision
Whether the sewage after reason can carry out the next step, it is ensured that wastewater treatment efficiency;Clear water up to standard is finally utilized into chlorination house 9
It carries out disinfection, realizes the purification of sewage;Wherein, processed aqueous by primary sedimentation pond, aeration tank and secondary sedimentation tank
Sludge can be handled water-containing sludge again by being sent in concentration basin, reinforce the treatment effect to sludge and utilization.
When carrying out Treatment of Sludge, select intermittent gravity concentration tank can be according to being equipped in intermittent gravity concentration tank
Sludge pipe 102 selects the concentration of spoil disposal solid, meanwhile, sewage can be made to be recycled using supernatant discharge pipe 101, added
The treatment effect of strong sewage;When sewage carries out aeration degradation, waste water in pond is stirred using mechanical impellor 71, makes the oxygen in air
It dissolves in water, waste water in pond is promoted constantly to circulate, constantly update gas-liquid contact face to increase oxygen absorbed, the exposure of rectangular setting
Gas pond 7 can install multiple rows of mechanical impellor 71, make aeration effect more;It is true by flowmeter 91 when carrying out disinfection in chlorination house 9
The total amount of the water sterilized is needed calmly, and can determine the chlorine injected volume of chlorinating machine 92 according to this, avoids disinfection not exclusively or chlorine
Dispensing excessively cause unnecessary waste, meanwhile, by chlorine residue meter 94 detection draining contain cl concn, and by controller 93 into
One step is reinforced launching precision to the chlorine of chlorinating machine 92.
The above is only the preferred embodiment of the utility model, and the scope of protection of the utility model is not limited merely to
Above-described embodiment, technical solution belonging to the idea of the present invention belong to the scope of protection of the utility model.It should refer to
Go out, for those skilled in the art, it is without departing from the principle of the utility model it is several improvement and
Retouching, these improvements and modifications also should be regarded as the scope of protection of the utility model.
Claims (7)
1. a kind of New Type of Sewage Treatment System, it is characterised in that:Include being decontaminated for removing the mechanical grille of suspended matter in sewage
Machine(2)And the type mechanical grate foul remover(2)Water outlet be connected to primary sedimentation pond for removing liquid level dross(5)With institute
State primary sedimentation pond(5)Water outlet be connected to secondary sedimentation tank for detaching water and sludge(6)And the secondary sedimentation tank
(6)Water outlet connection for decomposing organic matter compound aeration tank(7)And with the aeration tank(7)Water outlet connection
Chlorination house for disinfection(9);The primary sedimentation pond(5)Water inlet be provided with and communicated with the concentration for recycling sludge
Pond(10), the concentration basin(10)Water inlet respectively with the primary sedimentation pond(5)Water outlet, aeration tank(7)Water outlet
Mouth and secondary sedimentation tank(6)Water outlet connection;The concentration basin(10)For intermittent gravity concentration tank, the concentration basin
(10)It include the sludge pipe for dewatered sludge to be discharged(102)And with the aeration tank(7)Water inlet connection
Supernatant discharge pipe for the sewage after desliming to be discharged(101);The secondary sedimentation tank(6)With the chlorination house(9)It
Between be provided with contact chamber for laboratory sampling(8), the contact chamber(8)Water inlet and the secondary sedimentation tank(6)Go out
The mouth of a river is connected to, the contact chamber(8)Water outlet and the chlorination house(9)Water inlet connection.
2. a kind of New Type of Sewage Treatment System according to claim 1, it is characterised in that:The type mechanical grate foul remover
(2)With the primary sedimentation pond(5)Between be communicated with the settling pits of the grains of sand in advance sedimentation separation removal sewage(3).
3. a kind of New Type of Sewage Treatment System according to claim 2, it is characterised in that:In the settling pit(3)With institute
State primary sedimentation pond(5)Between be equipped with and prevent the dredge pump of sewage backflow(4), the dredge pump(4)Water inlet with it is described heavy
Sand basin(3)Water outlet connection, the dredge pump(4)Water outlet and the primary sedimentation pond(5)Water inlet connection.
4. a kind of New Type of Sewage Treatment System according to claim 1, it is characterised in that:The type mechanical grate foul remover
(2)It is provided with the intake pump for collecting sewage(1), the intake pump(1)Water outlet and the type mechanical grate foul remover(2)
Water inlet connection setting.
5. New Type of Sewage Treatment System according to claim 1, it is characterised in that:The aeration tank(7)It is built-in to have machinery
Impeller(71), the mechanical impellor(71)It is set to the aeration tank(7)Interior wastewater surface, the aeration tank(7)It is set as
Rectangular aero-accelerator.
6. a kind of New Type of Sewage Treatment System according to claim 1, it is characterised in that:The chlorination house(9)Interior setting
Have and chlorination house(9)Water inlet connection flowmeter(91)And with the chlorination house(9)Water outlet be connected to for launching
The chlorinating machine of chlorine(92).
7. a kind of New Type of Sewage Treatment System according to claim 6, it is characterised in that:The chlorinating machine(92)It is connected with
Control chlorinating machine(92)The controller of work(93), the chlorination house(9)Water outlet on be provided with for detecting chlorine content
Chlorine residue meter(94), the chlorine residue meter(94)With the controller(93)Control connection.
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CN201721223046.5U CN207713572U (en) | 2017-09-21 | 2017-09-21 | A kind of New Type of Sewage Treatment System |
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CN201721223046.5U CN207713572U (en) | 2017-09-21 | 2017-09-21 | A kind of New Type of Sewage Treatment System |
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Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112624443A (en) * | 2021-02-06 | 2021-04-09 | 黄河水利职业技术学院 | Intelligent factory sewage treatment system and treatment method thereof |
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Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
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CN112624443A (en) * | 2021-02-06 | 2021-04-09 | 黄河水利职业技术学院 | Intelligent factory sewage treatment system and treatment method thereof |
CN112624443B (en) * | 2021-02-06 | 2021-07-16 | 黄河水利职业技术学院 | Intelligent factory sewage treatment system and treatment method thereof |
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Effective date of registration: 20200224 Address after: Xinglin Bay Road in Jimei District of Xiamen City, Fujian province 361000 478 unit 2302, two Patentee after: Wanjia Qingshui (Xiamen) Environmental Technology Co., Ltd. Address before: Xinglin Bay Road in Jimei District of Xiamen City, Fujian province 361000 478 unit 2302, two Patentee before: Xiamen Wanjia ecological science and Technology Co., Ltd. |
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TR01 | Transfer of patent right |