CN105858962A - Carrier synergistic flocculating and sand filtrating integrated water quality purifying device - Google Patents

Carrier synergistic flocculating and sand filtrating integrated water quality purifying device Download PDF

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Publication number
CN105858962A
CN105858962A CN201610322148.6A CN201610322148A CN105858962A CN 105858962 A CN105858962 A CN 105858962A CN 201610322148 A CN201610322148 A CN 201610322148A CN 105858962 A CN105858962 A CN 105858962A
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China
Prior art keywords
sand
water
micro
backwash
water inlet
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CN201610322148.6A
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Chinese (zh)
Inventor
桑义敏
李延龙
刘婧
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Beijing Institute of Petrochemical Technology
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Beijing Institute of Petrochemical Technology
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Priority to CN201610322148.6A priority Critical patent/CN105858962A/en
Publication of CN105858962A publication Critical patent/CN105858962A/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
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • 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
    • C02F2301/00General aspects of water treatment
    • C02F2301/08Multistage treatments, e.g. repetition of the same process step under different conditions

Abstract

The invention discloses a carrier synergistic flocculating and sand filtrating integrated water quality purifying device. The carrier synergistic flocculating and sand filtrating integrated water quality purifying device comprises a raw water inlet pipe (1), a flocculating tank (2), a micro-sand filling pond (3), a curing pond (4) and a flocculating constituent filtering pond (5) which are communicated in sequence; a quartz sand filtering device (51) and a backwashing device are arranged in the flocculating constituent filtering pond (5); the water inlet in the top of the quartz sand filtering device (51) is communicated with the interior of the flocculating constituent filtering pond (5); the water outlet in the bottom of the quartz sand filtering device (51) is communicated with a purified water outlet pipe (6) and is not communicated with the interior of the flocculating constituent filtering pond (5); a backwashing water storage pond (71) of the backwashing device is communicated with the water outlet in the bottom of the quartz sand filtering device (51) through a backwashing water pump (72) and a backwashing water inlet pipe (73). According to the carrier synergistic flocculating and sand filtrating integrated water quality purifying device, the hydraulic loading is improved; the settling time is shortened; the occupied area is reduced; the outlet water quality is improved; moreover, the processes of performing secondary sediment separation and back flow on settled sludge are avoided; the power consumption is reduced; the operating cost is saved.

Description

Carrier potentiation flocculation and sand filtration integral type quality purifying device for water
Technical field
The present invention relates to water treatment facilities field, particularly relate to a kind of carrier potentiation flocculation and sand filtration integral type water quality purification cartridge Put.
Background technology
Along with the fast development of national economy and people's living standard raising, on the one hand water pollution is serious, waste water quality Complicating, bring challenges to environmental carrying capacity, on the other hand, environmental regulation and environmental emission standard increasingly stringent, result is Conventional water treatment process faces a severe challenge, it is difficult to meet new demand.The treatment effect improving the coagulating sedimentation stage is to improve One of conventional water treatment process important means adaptive to raw water quality.Such as, conventional coagulation sedimentation method is low for high algae Temperature low-cloudy water action effect excessively poor, in the solution countermeasure of prior art, most of water factories be all by pre-oxidation except algae, Enhanced coagulation, reinforced deposition, shortening filter cycle, improve the measures such as back washing strength and improve high algae low temperature and low turbidity water Clean-up effect, but these measures not only increase disinfection byproduct (DBP) risk, add processing cost, and run operation complicated, Floor space is big, settling velocity is slow, deposition efficiency is the highest.
In order to solve the problems referred to above existing for conventional water treatment process, scholar proposes micro-sand potentiation flocculation treatment process, and Obtain a certain degree of engineer applied (such as France's Veolia water affair groupTechnology), substantially represent current One of technological development direction.Micro-sand potentiation flocculation refers to carry out potentiation flocculation in the coagulating sedimentation stage by adding sand in a subtle way, improves effect Rate, accelerates process, thus obtains and good go turbid ability.But, micro-sand potentiation flocculation process needs to pass through hydrocyclone Carry out silt particle separation, then micro-sand of isolated be re-introduced in flocculation system by syringe, this micro-sand separation with The program of backflow adds investment and operating cost, complex process, and operation maintenance difficulty is big.
Summary of the invention
In order to solve above-mentioned the problems of the prior art, the invention provides a kind of carrier potentiation flocculation and sand filtration integral type water quality Purifier, not only increases hydraulic load, shortens the sedimentation time, reduces floor space, improves effluent quality, and And eliminate the operation that settled sludge is carried out again silt particle separation and backflow, decrease power consumption, save operating cost, Therefore it is very suitable for low temperature and low turbidity water carries out purified treatment.
It is an object of the invention to be achieved through the following technical solutions:
A kind of carrier potentiation flocculation and sand filtration integral type quality purifying device for water, including: former water water inlet pipe 1, coagulating basin 2, micro-sand Filling pond 3, aerobic fermentation tank 4, floccule body filtering ponds 5 and purification water outlet pipe 6;The bottom of coagulating basin 2 is located at by former water water inlet pipe 1, And connect with the inside of coagulating basin 2;Coagulating basin 2 is adjacent with micro-sand filling pond 3, and coagulating basin 2 fills pond 3 with micro-sand The top of junction is provided with the overflow ducts leading to micro-sand filling pond 3;Micro-sand filling pond 3 is adjacent with aerobic fermentation tank 4, and micro-sand The bottom in filling pond 3 connects with the bottom of aerobic fermentation tank 4;Aerobic fermentation tank 4 is adjacent with floccule body filtering ponds 5, and the side of aerobic fermentation tank 4 Wall is provided with the aerobic fermentation tank outlet pipe 41 leading to floccule body filtering ponds 5;
The inside of floccule body filtering ponds 5 is provided with quartz sand filter 51 and back purge system;The top of quartz sand filter 51 Portion's water inlet connects with the inside of floccule body filtering ponds 5, and the bottom outlet of quartz sand filter 51 and purification water water outlet Pipe 6 connects, and does not connects with the inside of floccule body filtering ponds 5;
Described back purge system includes backwash cistern 71, backwash pump 72 and backwash water inlet pipe 73;Backwash water-retention Pond 71 is connected with the bottom outlet of quartz sand filter 51 with backwash water inlet pipe 73 by backwash pump 72.
Preferably, the micro-sand charging point being arranged over for injecting micro-sand in micro-sand filling pond 3 in described micro-sand filling pond 3 32;The particle size range of micro-sand that this micro-sand charging point 32 is injected is 50~100 μm.
Preferably, micro-sand dosage of described micro-sand charging point 32 is 0.5~1.5g/L.
Preferably, the water inlet, top of quartz sand filter 51 is provided with backwash tank 52.
Preferably, described back purge system also includes backwash outlet pipe 74;Floccule body mistake is located at by this backwash outlet pipe 74 The bottom in filter tank 5, and connect with the inside of floccule body filtering ponds 5;This backwash outlet pipe 74 is provided with backwash outlet pipe Electrodynamic valve 74a.
Preferably, described back purge system also includes backwash cistern water inlet pipe 75;This backwash cistern water inlet pipe 75 Connect with purifying water outlet pipe 6, and this backwash cistern water inlet pipe 75 is provided with backwash cistern water inlet pipe electrodynamic valve 75a。
Preferably, it is provided with coagulating basin blender 21 in described coagulating basin 2;It is provided with the filling of micro-sand in described micro-sand filling pond 3 Pond blender 31;It is provided with aerobic fermentation tank blender 42 in described aerobic fermentation tank 4.
Preferably, described purification water outlet pipe 6 is provided with purification water outlet pipe electrodynamic valve 6a;On described aerobic fermentation tank outlet pipe 41 It is provided with aerobic fermentation tank outlet pipe electrodynamic valve 41a;Described backwash water inlet pipe 73 is provided with backwash water inlet pipe electrodynamic valve 73a.
As seen from the above technical solution provided by the invention, the embodiment of the present invention is provided carrier potentiation flocculation and sand filtration Integral type quality purifying device for water is additionally arranged micro-sand filling pond 3 between coagulating basin 2 and aerobic fermentation tank 4, thus utilizes the nucleus of micro-sand Effect and the effect of increase flco proportion, greatly accelerated the process of flocculation and coagulation, accelerated the formation speed of precipitation;With Time, the quartz that carrier potentiation flocculation provided by the present invention and sand filtration integral type quality purifying device for water are additionally arranged after aerobic fermentation tank 4 Sand defecator 51, this can filter containing micro-sand conglomeration body in water, thus reduce the use of medicament, work before recovery The micro-sand added in sequence, it is not necessary to additionally carry out micro-sand separation and backflow, decrease power consumption and operating cost.Visible, this Invention not only increases hydraulic load, shortens the sedimentation time, reduces floor space, improves effluent quality, and saves Settled sludge carried out again the operation of silt particle separation and backflow, decreases power consumption, saved operating cost, therefore It is very suitable for low temperature and low turbidity water carries out purified treatment.
Accompanying drawing explanation
In order to be illustrated more clearly that the technical scheme of the embodiment of the present invention, in describing embodiment below, required use is attached Figure is briefly described, it should be apparent that, the accompanying drawing in describing below is only some embodiments of the present invention, for ability From the point of view of the those of ordinary skill in territory, on the premise of not paying creative work, it is also possible to obtain other according to these accompanying drawings attached Figure.
Fig. 1 is the structural representation of carrier potentiation flocculation provided by the present invention and sand filtration integral type quality purifying device for water.
Fig. 2 is that the embodiment of the present invention 1 processes obtained water inlet, delivery turbidity comparison diagram to waste water.
Fig. 3 is that the embodiment of the present invention 2 processes obtained water inlet, delivery turbidity comparison diagram to waste water.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the embodiment of the present invention, the technical scheme in the embodiment of the present invention is clearly and completely retouched State, it is clear that described embodiment is only a part of embodiment of the present invention rather than whole embodiments.Based on this Bright embodiment, the every other enforcement that those of ordinary skill in the art are obtained under not paying creative work premise Example, broadly falls into protection scope of the present invention.
Below carrier potentiation flocculation provided by the present invention is described in detail with sand filtration integral type quality purifying device for water.
As it is shown in figure 1, a kind of carrier potentiation flocculation and sand filtration integral type quality purifying device for water, its concrete structure may include that Former water water inlet pipe 1, coagulating basin 2, micro-sand fill pond 3, aerobic fermentation tank 4, floccule body filtering ponds 5 and purify water outlet pipe 6.
Former water water inlet pipe 1 is located at the bottom of coagulating basin 2 (such as: as it is shown in figure 1, former water water inlet pipe 1 can be located at coagulating basin 2 Left surface bottom), and connect with the inside of coagulating basin 2, thus the former water that with the addition of flocculant can be intake by former water Pipe 1 enters in coagulating basin 2.Being provided with coagulating basin blender 21 in coagulating basin 2, rotating speed during its work is 250~400rpm, Thus under the quickly stirring of coagulating basin blender 21, the suspended thing in former water can under the effect of flocculant rapid polymerization Cheng Yi In the initial flocculation body that the conglomeration of precipitation is less.Coagulating basin 2 is adjacent with micro-sand filling pond 3, and coagulating basin 2 fills with micro-sand The top of the junction in pond 3 is provided with the overflow ducts leading to micro-sand filling pond 3, thus the water outlet of coagulating basin 2 can be by this overflow Passage flows in micro-sand filling pond 3.
In micro-sand filling pond 3, micro-sand charging point of the prior art or manual type can be used to add in micro-sand filling pond 3 Add micro-sand, but in order to ensure to add speed and the precision of micro-sand, preferably being provided above for micro-in micro-sand filling pond 3 Add micro-sand charging point 32 of sand in a subtle way in sand filling pond 3, and the particle size range of micro-sand that this micro-sand charging point 32 is injected is 50~100 μm, and micro-sand dosage of this micro-sand charging point 32 is 0.5~1.5g/L.The filling of micro-sand is provided with the filling of micro-sand in pond 3 Pond blender 31, rotating speed during its work is 100~200rpm, thus under the quickly stirring of micro-sand filling pond blender 31, The micro-sand entered in micro-sand filling pond 3 can be wrapped up by initial flocculation body together with granule in water, is not broken into long, increase, shape The floccule body that Cheng Geng great is heavier.Micro-sand filling pond 3 is adjacent with aerobic fermentation tank 4, and micro-sand fills bottom and the aerobic fermentation tank 4 in pond 3 Bottom connection, thus the water outlet in micro-sand filling pond 3 can flow into ripening under the stirring action of micro-sand filling pond blender 31 drives In pond 4.
Being provided with aerobic fermentation tank blender 42 in aerobic fermentation tank 4, rotating speed during its work is 50~100rpm, thus stirs at aerobic fermentation tank Under the low rate mixing of machine 42, the floccule body comprising micro-sand is the most closely knit, formed density bigger containing micro-sand conglomeration body, favorably In rapid precipitation.Aerobic fermentation tank 4 is adjacent with floccule body filtering ponds 5, and the sidewall of aerobic fermentation tank 4 is provided with and leads to floccule body filtration The aerobic fermentation tank outlet pipe 41 in pond 5, thus the water outlet of aerobic fermentation tank 4 can be flowed in floccule body filtering ponds 5 by aerobic fermentation tank outlet pipe 41. Aerobic fermentation tank outlet pipe 41 is provided with aerobic fermentation tank outlet pipe electrodynamic valve 41a, permissible by adjusting this aerobic fermentation tank outlet pipe electrodynamic valve 41a Control aerobic fermentation tank outlet pipe 41 to open or close.
The inside of floccule body filtering ponds 5 is provided with quartz sand filter 51, and (this quartz sand filter 51 can use prior art In quartz filter or quartz sand filter tank) and back purge system.The water inlet, top of quartz sand filter 51 sets Have backwash tank 52, its effect be collect, water conservancy diversion, transmission backwash draining.The top water inlet of quartz sand filter 51 Mouth is less than the upper limb of floccule body filtering ponds 5, and connects with the inside of floccule body filtering ponds 5, thus when floccule body filtering ponds 5 When interior water level exceedes the top water inlet of quartz sand filter 51, can enter in quartz sand filter 51, and in water Containing micro-sand conglomeration know from experience be separated from the water under the filtration of floccule body filtering ponds 5, make water be purified, and purify after water Can discharge from the bottom outlet of quartz sand filter 51.The bottom outlet of quartz sand filter 51 and purification water water outlet Pipe 6 connects, and does not connects with the inside of floccule body filtering ponds 5, thus the water after purifying can be via purifying water outlet pipe 6 Discharge.Purify water outlet pipe 6 and be provided with purification water outlet pipe electrodynamic valve 6a, by adjusting this purification water outlet pipe electrodynamic valve 6a Can control to purify water outlet pipe 6 to open or close.
Described back purge system includes backwash cistern 71, backwash pump 72, backwash water inlet pipe 73 and backwash water outlet Pipe 74.Backwash cistern 71 is gone out by the bottom of backwash pump 72 and backwash water inlet pipe 73 with quartz sand filter 51 The mouth of a river connects, and backwash water inlet pipe 73 is provided with backwash water inlet pipe electrodynamic valve 73a, by adjusting this backwash water inlet pipe Electrodynamic valve 73a can control backwash water inlet pipe 73 and open or close, and therefore the water in backwash cistern 71 can be in backwash Under the effect of water pump 72, bottom outlet by quartz sand filter 51 is sent to the inside of quartz sand filter 51, and warp It is discharged in floccule body filtering ponds 5 by the top water inlet of quartz sand filter 51, thus is achieved that quartz sand filtration The backwash of device 51, makes what quartz sand filter 51 filtered out to be punched in floccule body filtering ponds 5 containing micro-sand conglomeration body. The bottom of floccule body filtering ponds 5 is located at by backwash outlet pipe 74, and connects with the inside of floccule body filtering ponds 5, this backwash Outlet pipe 74 is provided with backwash outlet pipe electrodynamic valve 74a, can control instead by adjusting this backwash outlet pipe electrodynamic valve 74a Flush out water pipe 74 to open or close, therefore by backwash enter in floccule body filtering ponds 5 containing micro-sand conglomeration body and water Can be discharged, such that it is able to realize the recovery of micro-sand by backwash outlet pipe 74.In actual applications, described backwash dress Put and can also include backwash cistern water inlet pipe 75;This backwash cistern water inlet pipe 75 connects with purifying water outlet pipe 6, And this backwash cistern water inlet pipe 75 is provided with backwash cistern water inlet pipe electrodynamic valve 75a, by adjusting backwash water-retention Pond water inlet pipe electrodynamic valve 75a can control backwash cistern water inlet pipe 75 and open or close;Water after purification enters purification water and goes out Can be expelled directly out after water pipe 6, it is also possible to enter into backwash cistern 71 by backwash cistern water inlet pipe 75, think Back-flushing processes provides water source.
Specifically, as it is shown in figure 1, this carrier potentiation flocculation is as follows with the workflow of sand filtration integral type quality purifying device for water:
(1) workflow of water is purified: aerobic fermentation tank outlet pipe 41 is adjusted to open mode, and by backwash water inlet pipe 73 It is adjusted to closed mode with backwash outlet pipe 74.The former water that with the addition of flocculant is flowed in coagulating basin 2 by former water water inlet pipe 1 Carry out coagulation, and the suspended thing in former water can quickly form initial flocculation body under the quickly stirring of coagulating basin blender 21, And the water outlet of coagulating basin 2 is flowed in micro-sand filling pond 3 by top, junction overflow ducts.In micro-sand filling pond 3, micro- Sand charging point 32 adds micro-sand in micro-sand filling pond 3, and under the quickly stirring of micro-sand filling pond blender 31, micro-sand Wrapped up by initial flocculation body together with granule in water, be not broken into length, increase the floccule body that formation comprises micro-sand, and micro-sand adds The water outlet in note pond 3 is flowed in inflow aerobic fermentation tank 4.In aerobic fermentation tank 4, along with the low rate mixing of aerobic fermentation tank blender 42, bag Floccule body containing micro-sand is the most closely knit, and formed density bigger containing micro-sand conglomeration body, and the water outlet of aerobic fermentation tank 4 is by ripe Change pond outlet pipe 41 to be flowed in floccule body filtering ponds 5.When the water level in floccule body filtering ponds 5 exceedes quartz sand filter 51 Top water inlet time, the water in floccule body filtering ponds 5 can enter in quartz sand filter 51, and in water containing micro-sand Conglomeration cognition is separated from the water under the filtration of floccule body filtering ponds 5, makes water be purified, and the water after purifying is by quartz The bottom outlet of sand defecator 51 is flowed into purification water outlet pipe 6.If purifying water outlet pipe 6 to be in open mode, that Water after Jing Huaing can be exhausted directly to the external world;If backwash cistern water inlet pipe 75 is in open mode, then after purification Water can be flowed into backwash cistern 71, think back-flushing process provide water source.
(2) workflow of backwash: backwash water inlet pipe 73 and backwash outlet pipe 74 are adjusted to open mode, and Aerobic fermentation tank outlet pipe 41 and purification water outlet pipe 6 are adjusted to closed mode.Water in backwash cistern 71 can be in backwash Under the effect of water pump 72, bottom outlet by quartz sand filter 51 is sent to the inside of quartz sand filter 51, and warp It is discharged in floccule body filtering ponds 5 by the top water inlet of quartz sand filter 51, thus is achieved that quartz sand filtration The backwash of device 51, makes what quartz sand filter 51 filtered out to be punched in floccule body filtering ponds 5 containing micro-sand conglomeration body; Can be discharged containing micro-sand conglomeration body and water in floccule body filtering ponds 5 is entered into by backwash outlet pipe 74 by backwash, Thus it is achieved that separation and the recovery of micro-sand.
Further, carrier potentiation flocculation provided by the present invention with sand filtration integral type quality purifying device for water at coagulating basin 2 with ripe Change and between pond 4, be additionally arranged micro-sand filling pond 3, thus utilize the nucleation of micro-sand and increase the effect of flco proportion, Ke Yi great The big process accelerating flocculation and coagulation, accelerates the formation speed of precipitation;Meanwhile, carrier potentiation provided by the present invention flocculation with The quartz sand filter 51 that sand filtration integral type quality purifying device for water is additionally arranged after aerobic fermentation tank 4, this can be to containing micro-sand in water Conglomeration body filters, thus reduces the use of medicament, micro-sand that recovery system is above added, it is not necessary to additionally carries out micro-sand and divides From and backflow, decrease power consumption and operating cost.Compared with traditional settler, carrier provided by the present invention increases Effect flocculation not only substantially increases hydraulic load with sand filtration integral type quality purifying device for water, shortens the sedimentation time, and reduces Occupation of land usage amount, improve effluent quality, carrier potentiation flocculation the most provided by the present invention is clean with sand filtration integral type water quality Gasifying device is a kind of to collect that carrier potentiation is flocculated, precipitates, filtered, micro-sand is recovered as the water treatment facilities of one, is particularly suitable for low The process of float in temperature low-cloudy water.
As fully visible, the embodiment of the present invention not only increase hydraulic load, shorten the sedimentation time, reduce floor space, carry High effluent quality, and eliminate the operation that settled sludge is carried out again silt particle separation and backflow, decrease power consumption, Save operating cost, be therefore very suitable for low temperature and low turbidity water carries out purified treatment.
In order to more clearly from show technical scheme provided by the present invention and produced technique effect, below with concrete real Execute example carrier potentiation flocculation provided by the present invention is described in detail with sand filtration integral type quality purifying device for water.
Embodiment 1
Use the carrier potentiation flocculation in technique scheme with sand filtration integral type quality purifying device for water, waste water to be processed, enter Discharge is 200L/h, and raw water turbidity is 21.6~25.3NTU, and dosage is use 0.875g aluminium polychlorid in every liter of former water (PAC, Polyaluminium Chloride), micro-sand grains footpath of use is 60~106 μm.This carrier potentiation flocculation and sand Filter is after integral type quality purifying device for water runs 2 hours continuously, every 30 minutes to going out water sampling once after purifying, thus To water inlet as described in Figure 2, delivery turbidity comparison diagram.As seen from Figure 2: the water outlet after purification is extremely clarified, its turbidity Being maintained at below 0.47NTU, clearance is maintained between 98.0%~98.8%.
Embodiment 2
Use the carrier potentiation flocculation in technique scheme with sand filtration integral type quality purifying device for water, waste water to be processed, enter Discharge is 200L/h, and raw water turbidity is 95~105NTU, and dosage is use 1g aluminium polychlorid in every liter of former water, uses Micro-sand grains footpath be 200~500 μm.After this carrier potentiation flocculation and sand filtration integral type quality purifying device for water run 2 hours continuously, Every 30 minutes to going out water sampling once after purifying, thus obtain water inlet as described in Figure 3, delivery turbidity comparison diagram.By Fig. 3 is it can be seen that the delivery turbidity after Jing Huaing is substantially reduced, and its turbidity is maintained at below 1.7NTU, and clearance is maintained at Between 98.5%~99.5%.
As fully visible, the embodiment of the present invention not only increase hydraulic load, shorten the sedimentation time, reduce floor space, carry High effluent quality, and eliminate the operation that settled sludge is carried out again silt particle separation and backflow, decrease power consumption, Save operating cost, be therefore very suitable for low temperature and low turbidity water carries out purified treatment.
The above, the only present invention preferably detailed description of the invention, but protection scope of the present invention is not limited thereto, and appoints How those familiar with the art is in the technical scope that the invention discloses, the change that can readily occur in or replacement, all Should contain within protection scope of the present invention.Therefore, protection scope of the present invention should be with the protection domain of claims It is as the criterion.

Claims (8)

1. a carrier potentiation flocculation and sand filtration integral type quality purifying device for water, it is characterised in that including: former water water inlet pipe (1), coagulating basin (2), micro-sand filling pond (3), aerobic fermentation tank (4), floccule body filtering ponds (5) and purification water go out Water pipe (6);
Former water water inlet pipe (1) is located at the bottom of coagulating basin (2), and connects with the inside of coagulating basin (2);Coagulating basin (2) adjacent with micro-sand filling pond (3), and the top of coagulating basin (2) and the micro-sand junction that fills pond (3) is provided with Lead to the overflow ducts of micro-sand filling pond (3);Micro-sand filling pond (3) is adjacent with aerobic fermentation tank (4), and the filling of micro-sand The bottom in pond (3) connects with the bottom of aerobic fermentation tank (4);Aerobic fermentation tank (4) is adjacent with floccule body filtering ponds (5), and The sidewall of aerobic fermentation tank (4) is provided with the aerobic fermentation tank outlet pipe (41) leading to floccule body filtering ponds (5);
The inside of floccule body filtering ponds (5) is provided with quartz sand filter (51) and back purge system;Quartz sand filtration fills The inside of the top water inlet and floccule body filtering ponds (5) of putting (51) connects, and the end of quartz sand filter (51) Portion's outlet connects with purifying water outlet pipe (6), and does not connects with the inside of floccule body filtering ponds (5);
Described back purge system includes backwash cistern (71), backwash pump (72) and backwash water inlet pipe (73); Backwash cistern (71) is by backwash pump (72) and backwash water inlet pipe (73) and quartz sand filter (51) The connection of bottom outlet.
Carrier potentiation flocculation the most according to claim 1 and sand filtration integral type quality purifying device for water, it is characterised in that institute State the micro-sand charging point (32) being arranged over for injecting micro-sand in micro-sand filling pond (3) of micro-sand filling pond (3); The particle size range of micro-sand that this micro-sand charging point (32) is injected is 50~100 μm.
Carrier potentiation flocculation the most according to claim 2 and sand filtration integral type quality purifying device for water, it is characterised in that institute The micro-sand dosage stating micro-sand charging point (32) is 0.5~1.5g/L.
4., according to the carrier potentiation flocculation described in claim 1 or 2 or 3 and sand filtration integral type quality purifying device for water, its feature exists In, the water inlet, top of quartz sand filter (51) is provided with backwash tank (52).
5., according to the carrier potentiation flocculation described in claim 1 or 2 or 3 and sand filtration integral type quality purifying device for water, its feature exists In, described back purge system also includes backwash outlet pipe (74);Floccule body mistake is located at by this backwash outlet pipe (74) The bottom in filter tank (5), and connect with the inside of floccule body filtering ponds (5);This backwash outlet pipe (74) is provided with Backwash outlet pipe electrodynamic valve (74a).
6., according to the carrier potentiation flocculation described in claim 1 or 2 or 3 and sand filtration integral type quality purifying device for water, its feature exists In, described back purge system also includes backwash cistern water inlet pipe (75);This backwash cistern water inlet pipe (75) Connect with purifying water outlet pipe (6), and this backwash cistern water inlet pipe (75) is provided with the water inlet of backwash cistern Pipe electrodynamic valve (75a).
7., according to the carrier potentiation flocculation described in claim 1 or 2 or 3 and sand filtration integral type quality purifying device for water, its feature exists In, it is provided with coagulating basin blender (21) in described coagulating basin (2);It is provided with micro-sand in described micro-sand filling pond (3) Filling pond blender (31);It is provided with aerobic fermentation tank blender (42) in described aerobic fermentation tank (4).
8., according to the carrier potentiation flocculation described in claim 1 or 2 or 3 and sand filtration integral type quality purifying device for water, its feature exists In, described purification water outlet pipe (6) is provided with purification water outlet pipe electrodynamic valve (6a);Described aerobic fermentation tank outlet pipe (41) It is provided with aerobic fermentation tank outlet pipe electrodynamic valve (41a);Described backwash water inlet pipe (73) is provided with backwash water inlet pipe electrodynamic valve (73a)。
CN201610322148.6A 2016-05-16 2016-05-16 Carrier synergistic flocculating and sand filtrating integrated water quality purifying device Pending CN105858962A (en)

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Cited By (2)

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CN107673493A (en) * 2017-11-03 2018-02-09 蚌埠市兄弟粮油食品科技有限公司 A kind of multi-ladder hierarchical ground water purification treatment system
CN112960751A (en) * 2021-04-01 2021-06-15 天津国投津能发电有限公司 Automatic circulating reflux device and method for micro-sand in seawater pretreatment

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Application publication date: 20160817