CN201055713Y - Waterpower rotational flow sand sinking dirt removing device - Google Patents
Waterpower rotational flow sand sinking dirt removing device Download PDFInfo
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- CN201055713Y CN201055713Y CNU200720120034XU CN200720120034U CN201055713Y CN 201055713 Y CN201055713 Y CN 201055713Y CN U200720120034X U CNU200720120034X U CN U200720120034XU CN 200720120034 U CN200720120034 U CN 200720120034U CN 201055713 Y CN201055713 Y CN 201055713Y
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- 239000004576 sand Substances 0.000 title claims description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 29
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 43
- 239000000377 silicon dioxide Substances 0.000 claims description 11
- 239000000463 material Substances 0.000 claims description 8
- 229910000975 Carbon steel Inorganic materials 0.000 claims description 6
- 239000010962 carbon steel Substances 0.000 claims description 6
- 238000005273 aeration Methods 0.000 claims description 3
- 230000002421 anti-septic effect Effects 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 239000003822 epoxy resin Substances 0.000 claims description 3
- 239000011152 fibreglass Substances 0.000 claims description 3
- 239000003365 glass fiber Substances 0.000 claims description 3
- 229920000647 polyepoxide Polymers 0.000 claims description 3
- 229920000915 polyvinyl chloride Polymers 0.000 claims description 3
- 239000004800 polyvinyl chloride Substances 0.000 claims description 3
- 239000011150 reinforced concrete Substances 0.000 claims description 3
- 239000010935 stainless steel Substances 0.000 claims description 3
- 229910001220 stainless steel Inorganic materials 0.000 claims description 3
- 239000004744 fabric Substances 0.000 claims 1
- 238000009941 weaving Methods 0.000 claims 1
- 239000010865 sewage Substances 0.000 abstract description 41
- 239000010842 industrial wastewater Substances 0.000 abstract description 6
- 230000007774 longterm Effects 0.000 abstract description 2
- 238000005202 decontamination Methods 0.000 abstract 3
- 230000003588 decontaminative effect Effects 0.000 abstract 3
- 239000007787 solid Substances 0.000 description 20
- 238000012423 maintenance Methods 0.000 description 8
- 238000000034 method Methods 0.000 description 7
- 239000002245 particle Substances 0.000 description 7
- 230000008021 deposition Effects 0.000 description 6
- 238000007781 pre-processing Methods 0.000 description 6
- 239000004519 grease Substances 0.000 description 5
- 241000196324 Embryophyta Species 0.000 description 4
- 230000000694 effects Effects 0.000 description 4
- 239000000835 fiber Substances 0.000 description 4
- 230000000717 retained effect Effects 0.000 description 3
- 230000001133 acceleration Effects 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000011109 contamination Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000004134 energy conservation Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 230000005484 gravity Effects 0.000 description 2
- 238000010338 mechanical breakdown Methods 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 229920011532 unplasticized polyvinyl chloride Polymers 0.000 description 2
- 244000025254 Cannabis sativa Species 0.000 description 1
- 235000013361 beverage Nutrition 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003295 industrial effluent Substances 0.000 description 1
- 150000002632 lipids Chemical class 0.000 description 1
- 239000010813 municipal solid waste Substances 0.000 description 1
- 230000001151 other effect Effects 0.000 description 1
- 239000010893 paper waste Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 238000005201 scrubbing Methods 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 235000013311 vegetables Nutrition 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 239000002351 wastewater Substances 0.000 description 1
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
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Abstract
一种用于城镇污水、工业废水、雨水径流和中水处理系统中的预处理的水力旋流沉砂除污器，其包括：下部为倒立截头圆锥形筒体和上部为圆筒体的圆形外筒、设于其圆锥筒体底端的带排污阀的排污管、同心安装于该圆形外筒内圆锥形筒体上方的圆筒形格栅、设于该圆形外筒上部外壁的圆环形的出水槽、设于该出水槽下部壁体上的出水管。圆筒形格栅的壁体上均布有多排竖向矩形栅隙，一进水管从出水槽和圆形外筒的上部壁体穿入切向连接到该圆筒形格栅筒体的内壁上。圆形外筒的上部设有与所述出水槽导通的一圈矩形的潜流出水孔。本实用新型构造简单，长期运行可靠。此外，除污效率高，基建费、运行费低廉并节能。
A hydrocyclone decontamination decontamination device used for pretreatment in urban sewage, industrial wastewater, rainwater runoff and reclaimed water treatment systems, which includes: an inverted truncated conical cylinder in the lower part and a cylindrical cylinder in the upper part A circular outer cylinder, a sewage discharge pipe with a sewage valve at the bottom of the conical cylinder, a cylindrical grille installed concentrically above the conical cylinder inside the circular external cylinder, and a cylindrical grille arranged on the upper outer wall of the circular external cylinder An annular water outlet tank, an outlet pipe arranged on the lower wall body of the water outlet tank. There are multiple rows of vertical rectangular grid gaps evenly distributed on the wall of the cylindrical grille, and a water inlet pipe penetrates from the upper wall of the water outlet tank and the circular outer cylinder tangentially connected to the cylindrical grille body. on the inner wall. The upper part of the circular outer cylinder is provided with a circle of rectangular submerged water outlet holes leading to the water outlet tank. The utility model has simple structure and reliable long-term operation. In addition, the decontamination efficiency is high, the infrastructure cost and operation cost are low and energy saving.
Description
Technical field
The utility model relates to sewage disposal system front end pre-processing device, relate in particular to a kind of preliminary treatment that is used in town sewage, industrial wastewater, rainfall runoff and the water treatment system, can remove the sewerage integrated pre-processing device that integrates grid and setting pot of the solid dirt of the grains of sand in the sewage, inorganic foreign particle, grease and difformity and size economical and efficiently.
Background technology
At present, as sewage preliminary treatment common apparatus-grid, its work characteristics be sewage and contained solid dirt thereof all with the vertical direction grid crack in the grid of flowing through, cause the overcurrent solid dirt to stop up the grid crack easily, and be difficult to remove.If stop up dirt with the artificial removal, the amount of labour is very big; Adopt mechanical automatic pollutant removal, have mechanical breakdown to take place in the time of then, the palpus shutdown maintenance influences the normal operation of sewage treatment facility.Now commonly used and effect be setting pot preferably, as aerated grit chamber and vertical eddy flow settling pit, all needs plant equipment to keep its operation, complex structure, the operation maintenance difficulty is big, and the time have mechanical breakdown to take place, need shutdown maintenance etc.
The utility model content
The purpose of this utility model be for solve existing polluted water pretreatment apparatus complex structure, the operation maintenance difficulty is big, be prone to fault, influence the technical problem of the normal operation of equipment, a kind of simple structure is provided, move easy to be reliable, be convenient to safeguard scrubbing efficient height, and the with low cost and low hydraulic cyclone desilting dirt separator of energy consumption.
For addressing the above problem, the technical solution of the utility model is a kind of hydraulic cyclone sand setting dirt separator of structure, it comprises: the bottom is that handstand conical butt cylindrical shell and top are the circular outer cylinder of cylinder, be located at the blowoff valve and the blow-off pipe of handstand frustum of a cone cylindrical shell bottom, be installed on the cylindrical shape grid that is positioned at the conical shell top in this circular outer cylinder with one heart, be located at the effluent trough of the annular of this circular outer cylinder upper outside, be located at the outlet pipe of this effluent trough outer wall lower end.Be evenly equipped with vertical rectangle grid crack separated by a distance in length and breadth on the circumference wall body of described cylindrical shape grid, a water inlet pipe penetrates on the inwall that tangentially is connected to this cylindrical shape grid cylindrical shell from the top wall body of described effluent trough and circular outer cylinder.The top of described circular outer cylinder is provided with the undercurrent apopore of a circle and the rectangle of the equidistant laying of described effluent trough conducting and same size.
Wherein, being provided with of described grid crack can be chosen as the case may be: as handling the grid grid crack of sanitary sewage, municipal sewage, industrial wastewater and middle water: wide * high (2～3) mm * 10mm of being, each grid crack horizontal spacing is 10mm, and every row's grid crack longitudinal pitch is 10mm; Handle the grid grid crack of the dirty mixing water of rainfall runoff or combined system sewer rain: wide * height is (5～10) mm * (20～50) mm, and each grid crack horizontal spacing is 10～20mm, and every row's grid crack longitudinal pitch is 20～50mm; Handle the large cylinder-shaped grid of a large amount of rainfall runofves, the desirable bigger size in its grid crack is 20mm * 100mm as wide * height, and each grid crack horizontal spacing is 20mm, and every row's grid crack longitudinal pitch is 100mm.
The volume of the annular space between the volume of described cylindrical shape grid and its outer wall and the described circular outer cylinder inwall can equate.In order to improve the efficient of precipitation desanding and come-up oil removing, also can suitably increase the latter's volume, promptly the ratio of both volumes is 1: (1.2～2).
The height/diameter of described cylindrical shape grid is than (H/D) 〉=2.0;
The outside, bottom of described cylindrical shape grid is provided with a circle microbubble aeration tube; Described circular outer cylinder upper inside wall is provided with the scum silica frost feeder, and this scum silica frost feeder is connected with a delivery pipe with outside conducting; Described circular outer cylinder top is communicated with the undercurrent apopore of effluent trough, and its top is provided with the scum silica frost feeder, and this scum silica frost feeder is connected with a delivery pipe with outside conducting.
Be used to handle the large-scale hydraulic cyclone desilting dirt separator of rainfall runoff or the dirty mixing water of combined system sewer rain, its outer tube inner chamber tapered portion can also be provided with a cylinder screw rod lifter that is communicated with outside interim mud storage transhipment pond.
The tube structure of described circular outer cylinder is: barrel diameter 〉=2m, and cylindrical shell adopts reinforced concrete structure; Barrel diameter≤2m, cylindrical shell adopts any in fiberglass, UPVC (reinforced polyvinyl chloride) or the carbon steel material.Described cylindrical shape grid is made by stainless steel material.
The cylinder body outer wall coated antiseptic oil enamelled coating of described carbon steel circular outer cylinder, cylinder inboard wall is provided with triplex glass fiber and four layers of anticorrosive coat that epoxy resin is alternately laminated, perhaps adopts the identical or better anti-corrosion measure of effect.
The utility model is a kind of existing general grid and settling pit that be different from fully.Now general grid construction complexity has automatic pollutant removal machinery usually, and effluent stream all is perpendicular to the grid crack to flowing to identically with its contained dirt, takes place easily to stop up and be difficult to remove contamination.And the utility model simple structure, not having the machinery equipment of removing contamination, its dirt flow direction is not perpendicular to the grid crack, but does the swirling motion that is parallel to the grid crack along making cylindrical shape grid inwall, therefore should not stop up the grid crack.Because the contained solid dirt of sewage is parallel to grid crack swirling motion always, cause the solid particle littler also to be dammed to get off than grid crack, can remove the solid particle of 1-2mm as the cylinder grid of grid crack 3mm, as hair etc.Solid dirt is in case be retained down by the grid crack, just being rotated current scour very soon gets off and is sent in the current whirlpool of cylinder center, under the effect of acceleration of gravity, these are held back by the grid crack and wash away the solid dirt that gets off together with the sand grains in the sewage and other inorganic foreign particles, are sunk down into rapidly in the dirt deposition hole of grid bottom.Regularly open the blowoff valve of bottom, dirt deposition hole, the dirt of deposition is in time discharged, and disposed.
In a word, the utlity model has simple structure, no rotary machine equipment, be easy to operation and maintenance, be difficult for breaking down, and remove the efficient height of the dirt of sand grains, inorganic foreign particle, all kinds and size, advantage such as energy-saving and cost-reducing and construction and operating cost are cheap.It is applicable to the processing of sanitary sewage, municipal sewage, industrial wastewater and middle water, and the processing of the dirty combined sewage of the rain of runoff rainwater and combined system sewage treatment plant, is a kind of economy, the energy-conservation and integrated pre-processing device of grid-settling pit efficiently.
Description of drawings
Below in conjunction with drawings and Examples the utility model is described further, wherein:
Fig. 1 is the cutaway view of the utility model preferred embodiment;
Fig. 2 is the vertical view of Fig. 1;
Fig. 3 is the enlarged drawing at Figure 1A place;
Fig. 4 be Fig. 2 B-B to partial enlarged drawing;
Fig. 5 has installed the schematic diagram of cylinder screw rod lifter for Fig. 1;
Fig. 6 is applied to schematic diagram in the sewage disposal flow process for the utility model.
The specific embodiment
Fig. 1 and Fig. 2 show the basic structure of the utility model preferred embodiment, and described hydraulic cyclone sand setting dirt separator comprises: by circular cylinder body and be located at circular outer cylinder 1 that the handstand conical butt cylindrical shell of its underpart forms, be located at the blow-off pipe that has blowoff valve 23 of its handstand conical butt cylindrical shell bottom, be installed on one heart in this circular outer cylinder 1 inner chamber and be positioned at cylindrical shape grid 4 above the handstand conical butt cylindrical shell, be located at the annular of this circular outer cylinder external wall of upper portion effluent trough 5, be located at the outlet pipe 6 of this effluent trough outer wall lower end.The diameter of described cylindrical shape grid 4 forms the settling zone of an annular less than the diameter of circular outer cylinder 1 between two cylindrical shells.Be evenly equipped with vertical rectangle grid crack 7, one water inlet pipes 8 separated by a distance in length and breadth on the circumference wall body of cylindrical shape grid 4 and penetrate, and tangentially be connected on the inwall of these cylindrical shape grid 4 cylindrical shells from the top wall body of described effluent trough 5 and circular outer cylinder 1.The top of circular outer cylinder 1 is provided with the rectangle undercurrent apopore 12 of a circle and a plurality of same sizes of the equidistant laying of described annular effluent trough 5 conductings.The top margin of cylindrical shape grid 4 is higher than or the top margin of concordant circular outer cylinder 1, and cylindrical shape grid 4 is gone up the undercurrent apopore 12 that a circle grid crack 7 is higher than described circular outer cylinder 1 most, and described water inlet pipe 8 is installed on to be gone up under the circle grid crack 7 most.
As shown in Figure 3, present embodiment is used for sanitary sewage, municipal sewage, industrial wastewater and aquatic sewage alive reclaims again with handling) the grid grid crack 7 of handling: wide * as highly to be 3mm * 10mm, each grid crack horizontal spacing is 10mm, and every row's grid crack longitudinal pitch is 10mm.Solid dirts such as hair, fiber are removed in its requirement more effectively than common grid.In order to remove hair more effectively, the desirable littler size in grid crack: wide * height is 2mm * 10mm, and each grid crack horizontal spacing is 10mm, and every row's grid crack longitudinal pitch is 10mm.The structure in this grid crack 7 can also be selected according to different requirements with being provided with.Handle and the processing of combined system sewer combined sewage for rainfall runoff, the utility model is as removing the pretreatment unit equipment that rainfall runoff carries dirt, because it is big and many that it handles flow solid dirt big and that remove, be easy to adopt the cylindrical shape grid in big grid crack, wide * the height in grid crack is (5～10) mm * (20～50) mm, each grid crack horizontal spacing is 10mm, and every row's grid crack longitudinal pitch is 50mm.Also can suit measures to local conditions to adopt bigger grid gap size, as handle the large cylinder-shaped grid of a large amount of rainfall runofves, adopting the wide * height in grid crack is 20mm * 100mm, and each grid crack horizontal spacing is 20mm, and every row's grid crack longitudinal pitch is 100mm.
Consult Fig. 1 and Fig. 2, in order to remove the grains of sand and other solid dirt effectively, the design hydraulic detention time HRT of cylindrical shape grid 4 should be greater than 3min, the hydraulic detention time of the annular space between cylindrical shape grid and peripheral cylinder, also should 〉=3min, that is the volume of the annular space between the volume of cylindrical shape grid 4 and its outer wall and described circular outer cylinder 1 inwall equates (V substantially
Outer shroud≈ V
Interior circle), total hrt T-HRT 〉=6min in other words.In order to improve precipitation desanding and come-up oil removal efficiency, also can make interior round volume (that is the V of outer ring volume greater than cylindrical shape grid 4
Outer shroud〉=V
Interior circle), V
Outer shroud: V
Interior circleCan value be (1.2～2): 1.For the centrifugal sand setting of eddy flow more effectively with remove other solid dirts, the height/diameter of general cylindrical shape grid 4 should 〉=2.0 than (H/D).The outlet of sewer flow velocity that water inlet pipe 8 enters cylindrical shape grid inwall should produce bigger hydraulic cyclone centrifugal force so that sewage flows along barrel, and help holding back the separation of solid dirt with sewage greater than 1m/s.For large diameter hydraulic cyclone dirt separator, the H/D ratio of cylindrical shape grid 4 also can be less than 2, value 1～2.
The cylindrical shell of described circular outer cylinder 1 can adopt following material and structure, and when barrel diameter 〉=2m, cylindrical shell adopts reinforced concrete structure; And during barrel diameter≤2m, cylindrical shell also can adopt any material in fiberglass, UPVC (reinforced polyvinyl chloride) or the carbon steel material to make.When making the cylindrical shell of circular outer cylinder 1 with carbon steel, cylinder body outer wall coated antiseptic oil enamelled coating, cylinder inboard wall are provided with triplex glass fiber and four layers of anticorrosive coat (not shown) that epoxy resin is alternately laminated, perhaps adopt the identical or better anti-corrosion measure of other effects.Described cylindrical shape grid 4 is much diameters no matter, make by stainless steel material.
If (especially some industrial wastewater) contains more oil, lipid in the sewage, can also carry out the microbubble come-up and handle, in order to remove grease and scum silica frost at cylindrical shape grid 4 bottom arranged outside annular micropore aeration pipe (not shown).Simultaneously above the undercurrent apopore 12 of circular outer cylinder 1 inwall scum silica frost feeder 10 is set, this scum silica frost feeder and follows the delivery pipe 11 of outside conducting to be connected.Undercurrent apopore 12 is arranged on 30cm place, underwater, so just the grease and the scum silica frost of come-up can be dammed on the top of undercurrent apopore, and subsequently it is cast aside in the described scum silica frost feeder 10, and discharged (consulting Fig. 2 and Fig. 4) by delivery pipe 11.
Be used to handle the large-scale hydraulic cyclone sand setting dirt separator of rainfall runoff or the dirty mixing water of combined system sewer rain, for ease of fast removing the deposit dirt in the bottom handstand divergent-cone wall in the circular outer cylinder 1, can also be provided with a cylinder screw rod lifter 9 (as shown in Figure 5) that is communicated with outside interim mud storage transhipment pond 09 in circular outer cylinder 1 inner chamber tapered portion.
The utility model is a kind of integrated pre-processing device of easy grid-sand setting of removing the solid dirt plant equipment that do not have.See also Fig. 1 and Fig. 2, water inlet pipe 6 is connected on the inwall of this cylindrical shape grid with tangential way, after sewage flows into the cylindrical shape grid by its outlet, from the top down along its cylinder inner wall rotational flow, then from upwards flow through annular settling zone between cylindrical shape grid and its peripheral circular outer cylinder 1 inwall of cylindrical shape grid bottom baffling, undercurrent apopore 12 by circular outer cylinder 1 top flows into effluent trough 5 again, is discharged by outlet pipe 6 at last, enters follow-up equipment and continues to handle.In above-mentioned preprocessing process, contained sand grains and inorganic foreign particle in the sewage enters under the eddy flow action of centrifugal force in the current whirlpool at center and promptly is sunken in the dirt deposition hole of divergent-cone wall below the circular outer cylinder 1.The solid dirt that is retained down by the grid crack in cylindrical shape grid 4 is washed away down by eddy flow sewage, and in the current whirlpool that forms by hydraulic cyclone centrifugal force in the middle of entering, and sunk to forcibly in the dirt deposition hole of bottom.This hydraulic cyclone not only can be removed various solid dirts, comprises the strand shape dirt that the common grids of usefulness such as hair, fiber are difficult to remove, and can remove the grains of sand and other inorganic foreign particles efficiently.Therefore, it is the integrated pre-processing device of grid-sand setting that grid and setting pot are integrated in one.
Operation principle of the present utility model is different from general grid now, its sewage that flows into cylindrical shape grid 4 with the direction of tangent line along the inwall rotational flow, make sewage and contained solid dirt main flow thereof all be parallel to flowing of grid crack 7 along the axial work of cylindrical shell, and the solid dirt that grid crack 7 is retained down can in time be washed away by eddy flow sewage, and the centrifugal force that produces by means of hydraulic cyclone and entering in the current whirlpool at center, and under the effect of acceleration of gravity, sink down into rapidly in the dirt deposition hole of handstand divergent-cone wall below the circular outer cylinder 1.Its bottom is provided with blowoff valve 2, regularly opens blowoff valve, deposit dirt is in time got rid of by blow-off pipe 3 and is disposed.
The utlity model has purposes widely, as can be used for:
1, is used for the municipal sewage plant, replaces grid and setting pot.
2, be used for industrial effluent treatment plant, it can remove dirts such as grease in the waste water, fiber, hair efficiently, and common grid is difficult to remove them.
3, middle water treatment (sanitary sewage reclaims again with handling), it can remove dirts such as hair, fiber, grease more effectively than common grid.
4, rainfall runoff is handled and the dirty combined sewage of combined system sewer rain is handled: it can be arranged on the exit that storm sewer enters water body, also can be arranged on combined system sewerage system overflow exit, and be arranged in the combined system sewage treatment plant, in order to handle rainfall runoff, combined system sewer rainfall runoff is held back combined sewage, perhaps its rainfall runoff that dams, to remove the dirt that rainfall runoff wherein carries, as silt, leaf, grass, deadwood, rubbish such as waste plastics bag, beverage cartridge, bottle, the waste paper sheet, shred, pericarp, vegetable leaf, roots etc., this equipment can be cut down the pollution that rainfall runoff enters water body significantly in rainfall operation in period.Significantly improve the environmental sanitation of water body.This equipment is as removing the pretreatment unit equipment that rainfall runoff carries dirt.Because it is big and many that it handles flow solid dirt big and that remove, is easy to adopt the dirty grid in cylindrical shape hurdle in big grid crack.
Laying at the hydraulic cyclone dirt separator of combined system sewage treatment plant is seen shown in Figure 6.This above figure a current drainage journey be that the rainfall runoff that is used for damming rainy season is handled.During rainfall, sewage disposal in the dry season flow process below Fig. 6, or continue operation, or close out of servicely, be determined on a case-by-case basis.Arrive when dry season, be used to hold back rainwater above Fig. 6 and close, sewage disposal in the dry season flow process below only using through the handling process of stream.Flow process above Fig. 6 also can continue operation, allows its water outlet of accepting the sewage disposal system in dry season carry out tertiary treatment, makes last water outlet reach higher water standard.No matter be combined system sewage treatment plant, or separate system rainfall runoff treatment plant, most realistic feasible rainfall runoff treatment system is: hydraulic cyclone sand setting dirt separator → rainwash artificial swamp → purifying pond → water outlet is to receiving water body, and should not adopt the high load capacity biological treatment system, especially activated sludge process, because, be difficult in that organic concentration reduces significantly and the very big situation that fluctuates under normally operation.
Existing grid and settling pit have rotary machine equipment, and complex structure, operation maintenance technical difficulty are big, There was a mechanical failure easily, and shutdown maintenance happens occasionally, and affects its normal operation. And the utility model, structure Make simply, not have the plant equipment of rotation, move easyly, reliable and stable, be difficult for breaking down, can keep Long-term normal operation, and maintenance load is seldom. In addition, remove the efficient height of solid dirt, and have Capital cost, running cost is cheap and the advantage such as energy-conservation.
Claims (9)
1. hydraulic cyclone sand setting dirt separator, it is characterized in that, comprise the bottom for the circular outer cylinder (1) of handstand conical butt cylindrical shell, be located at the blow-off pipe that has blowoff valve (2) (3) of its handstand conical butt cylindrical shell bottom, be installed on cylindrical shape grid (4), the effluent trough (5) of being located at the annular of this circular outer cylinder external wall of upper portion that is positioned in this circular outer cylinder above the handstand conical butt cylindrical shell, the outlet pipe (6) of being located at this effluent trough outer wall lower end with one heart; Be evenly equipped with vertical rectangle grid cracks (7) separated by a distance in length and breadth on the circumferential wall of described cylindrical shape grid (4), a water inlet pipe (8) penetrates on the inwall that tangentially is connected to this cylindrical shape grid (4) cylindrical shell from the top wall body of described effluent trough (5) and circular outer cylinder (1); The top of described circular outer cylinder (1) is provided with the circle rectangle undercurrent apopore (12) with described effluent trough (5) conducting.
2. hydraulic cyclone sand setting dirt separator according to claim 1 is characterized in that, being set to of described grid crack (7): wide and height are 2～3mm and 10mm, and each grid crack horizontal spacing is 10mm, and every row's grid crack longitudinal pitch is 10mm; Wide and height is 5～10mm and 20～50mm, and each grid crack horizontal spacing is 10～20mm, and every row's grid crack longitudinal pitch is 20～50mm; Wide and height is 20mm and 100mm, and each grid crack horizontal spacing is 20mm, and every row's grid crack longitudinal pitch is any among the 100mm.
3. hydraulic cyclone sand setting dirt separator according to claim 2 is characterized in that, the volume of the annular space between the volume of described cylindrical shape grid (4) and its outer wall and described circular outer cylinder (1) inwall equates.
4. hydraulic cyclone sand setting dirt separator according to claim 2 is characterized in that, the volume of described cylindrical shape grid (4) is less than the volume of the annular space between its outer wall and described circular outer cylinder (1) inwall, and the ratio of both volumes is 1: 1.2～2.
5. according to claim 3 or 4 described hydraulic cyclone sand setting dirt separators, it is characterized in that the height/diameter of described cylindrical shape grid (4) is than 〉=2.0.
6. hydraulic cyclone sand setting dirt separator according to claim 5 is characterized in that, the outside, bottom of described cylindrical shape grid (4) is provided with annular microbubble aeration tube; Described circular outer cylinder (1) undercurrent apopore (12) top is provided with scum silica frost feeder (10), and this scum silica frost feeder is connected with a delivery pipe (11) with outside conducting.
7. hydraulic cyclone sand setting dirt separator according to claim 6 is characterized in that, described circular outer cylinder (1) inner chamber tapered portion is provided with a cylinder screw rod lifter (9) that is communicated with outside interim mud storage-transhipment pond.
8. hydraulic cyclone sand setting dirt separator according to claim 7 is characterized in that, the tube structure of described circular outer cylinder (1) is: barrel diameter 〉=2m, and cylindrical shell adopts reinforced concrete structure; Barrel diameter≤2m, cylindrical shell adopts any in fiberglass, reinforced polyvinyl chloride or the carbon steel material; Described cylindrical shape grid (4) is made by stainless steel material.
9. hydraulic cyclone sand setting dirt separator according to claim 8 is characterized in that, the cylinder body outer wall coated antiseptic oil enamelled coating of described carbon steel circular outer cylinder (1), and cylinder inboard wall is provided with triplex glass fiber weaving cloth and four layers of anticorrosive coat that epoxy resin is alternately laminated.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200720120034XU CN201055713Y (en) | 2007-05-11 | 2007-05-11 | Waterpower rotational flow sand sinking dirt removing device |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU200720120034XU CN201055713Y (en) | 2007-05-11 | 2007-05-11 | Waterpower rotational flow sand sinking dirt removing device |
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| CN201055713Y true CN201055713Y (en) | 2008-05-07 |
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|---|---|---|---|
| CNU200720120034XU Expired - Fee Related CN201055713Y (en) | 2007-05-11 | 2007-05-11 | Waterpower rotational flow sand sinking dirt removing device |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102515379A (en) * | 2011-12-15 | 2012-06-27 | 重庆科技学院 | Integrated device for sewage pre-treatment in small mountainous town |
| CN103381394A (en) * | 2012-05-01 | 2013-11-06 | 当阳龙之泉农业发展有限公司 | Glass rotational-flow sand-removing device for potato starch production |
| CN105396350A (en) * | 2015-11-26 | 2016-03-16 | 苏州市清泽环境技术有限公司 | Unpowered rainwater solid waste and particulate matter interception sieve tube and interception device |
| CN106178603A (en) * | 2016-08-29 | 2016-12-07 | 烟台桑尼核星环保设备有限公司 | A kind of profit sand separating apparatus |
| CN106351192A (en) * | 2016-10-09 | 2017-01-25 | 广州市环境保护工程设计院有限公司 | River surge inlet grille device and decontamination method thereof |
| CN106823553A (en) * | 2017-03-08 | 2017-06-13 | 浙江双林机械股份有限公司 | A kind of sponge urban rainwater collection spiral-flow filter |
| CN107032514A (en) * | 2016-01-08 | 2017-08-11 | 浙江工业大学 | With the cavitation and cavitation erosion water treatment system for removing Recalcitrant chemicals and sterilizing function |
| CN107540233A (en) * | 2017-09-07 | 2018-01-05 | 凯盛科技股份有限公司 | A kind of storage acid EGR of top-jet-type etch system |
| CN108295555A (en) * | 2018-04-08 | 2018-07-20 | 威海双信节能环保设备有限公司 | Reciprocating automatic pollution discharge precise filtering device and filter method |
| CN112973204A (en) * | 2021-02-22 | 2021-06-18 | 大连市市政设计研究院有限责任公司 | Aeration rotational flow grit chamber with centrifugal slag discharge function |
-
2007
- 2007-05-11 CN CNU200720120034XU patent/CN201055713Y/en not_active Expired - Fee Related
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102515379A (en) * | 2011-12-15 | 2012-06-27 | 重庆科技学院 | Integrated device for sewage pre-treatment in small mountainous town |
| CN103381394A (en) * | 2012-05-01 | 2013-11-06 | 当阳龙之泉农业发展有限公司 | Glass rotational-flow sand-removing device for potato starch production |
| CN105396350A (en) * | 2015-11-26 | 2016-03-16 | 苏州市清泽环境技术有限公司 | Unpowered rainwater solid waste and particulate matter interception sieve tube and interception device |
| CN105396350B (en) * | 2015-11-26 | 2017-10-24 | 苏州市清泽环境技术有限公司 | Unpowered rainwater solid refuse and particulate matter retention screen casing and device for trapping |
| CN107032514A (en) * | 2016-01-08 | 2017-08-11 | 浙江工业大学 | With the cavitation and cavitation erosion water treatment system for removing Recalcitrant chemicals and sterilizing function |
| CN106178603A (en) * | 2016-08-29 | 2016-12-07 | 烟台桑尼核星环保设备有限公司 | A kind of profit sand separating apparatus |
| CN106178603B (en) * | 2016-08-29 | 2018-06-26 | 烟台桑尼核星环保设备有限公司 | A kind of grease sand separating apparatus |
| CN106351192A (en) * | 2016-10-09 | 2017-01-25 | 广州市环境保护工程设计院有限公司 | River surge inlet grille device and decontamination method thereof |
| CN106823553A (en) * | 2017-03-08 | 2017-06-13 | 浙江双林机械股份有限公司 | A kind of sponge urban rainwater collection spiral-flow filter |
| CN106823553B (en) * | 2017-03-08 | 2019-08-02 | 浙江双林机械股份有限公司 | A kind of sponge urban rainwater collection spiral-flow filter |
| CN107540233A (en) * | 2017-09-07 | 2018-01-05 | 凯盛科技股份有限公司 | A kind of storage acid EGR of top-jet-type etch system |
| CN108295555A (en) * | 2018-04-08 | 2018-07-20 | 威海双信节能环保设备有限公司 | Reciprocating automatic pollution discharge precise filtering device and filter method |
| CN112973204A (en) * | 2021-02-22 | 2021-06-18 | 大连市市政设计研究院有限责任公司 | Aeration rotational flow grit chamber with centrifugal slag discharge function |
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