CN209128255U - A kind of ecotype sponge city abandoned stream network of rivers filtration equipment for clarifying - Google Patents
A kind of ecotype sponge city abandoned stream network of rivers filtration equipment for clarifying Download PDFInfo
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- CN209128255U CN209128255U CN201821751637.4U CN201821751637U CN209128255U CN 209128255 U CN209128255 U CN 209128255U CN 201821751637 U CN201821751637 U CN 201821751637U CN 209128255 U CN209128255 U CN 209128255U
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- overflow port
- anaerobic pond
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- filter
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- Biological Treatment Of Waste Water (AREA)
Abstract
The utility model provides a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying, comprising: collecting-tank, mechanical grille, collecting-tank overflow port；The mechanical grille insertion is mounted on the inside of collecting-tank；The top of collecting-tank side is arranged in the collecting-tank overflow port perforation, and collecting-tank overflow port is connected by hydraulic pipeline with anaerobic pond；First blender is fixedly mounted on the bottom of anaerobic pond, and the agitating paddle of the first blender is located at the inside of anaerobic pond；The top of anaerobic pond side is arranged in the anaerobic pond overflow port perforation；The utility model passes through the improvement to environmental sponge city abandoned stream network of rivers filtration equipment for clarifying, with reasonable in design, purification filtering in the process without Powered Propulsion, reduce operation energy consumption, purification filtering is high-efficient, effect is good, practical advantage, thus the problem of effective solution the utility model proposes in background technique one and deficiency.
Description
Technical field
The utility model relates to abandoned stream water purification filter technical fields, more specifically, more particularly to a kind of purification filtering
Process is without Powered Propulsion, the good environmental sponge city abandoned stream network of rivers filtration equipment for clarifying of purification filtering effect.
Background technique
Environmental sponge city refers to that city can be as sponge, in terms of adapting to environmental change and reply
With good " elasticity ", water suction, water storage, infiltration, water purification when raining by the water stored " release " and are used when needing,
Gradually improve and restore the balance of nature in city.It should be preferential former with Man & Nature ecology in sponge Process of Urban Development
Then, therefore it is defined as ecological sponge city.
It is general to collect roofing, hardened ground, lawn and other when can collect the rainwater in rainwater-collecting medium, just start
Rainwater can all contain impurity, such as birds droppings, paper scrap, miscellaneous dirt, greasy dirt object easy to pollute, so incipient part rainwater needs to use
It is done one and abandoned by flow abandoning apparatus or abandoned stream well, is collected rainwater clean below, is then needed by purification filtering equipment pair
The rainwater that is collected into after abandoned stream carries out purification filtering processing, but existing filtration equipment for clarifying need to by a large amount of water pumps,
The offers such as elevator pump, reflux pump run power, promote to purification filtering process, the energy consumption of the long-plays of these equipment compared with
Greatly, the developing direction in compound energy-saving type city it is not inconsistent, and purification filtering process is relatively complicated, and ineffective.
In view of this, studied improvement for existing problem, a kind of purification filtering process is provided without power
It promotes, the good environmental sponge city abandoned stream network of rivers filtration equipment for clarifying of purification filtering effect, it is intended to by the technology, reach solution
The certainly purpose of problem and raising practical value.
Utility model content
The purpose of this utility model is to provide a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying, to solve
Existing filtration equipment for clarifying mentioned above in the background art need to be by the offers operation such as a large amount of water pumps, elevator pump, reflux pump
Power promotes purification filtering process, and the long-play energy consumption of these equipment is larger, is not inconsistent the hair in compound energy-saving type city
Direction is opened up, and purification filtering process is relatively complicated, and ineffective problem and deficiency.
To achieve the above object, the utility model provides a kind of environmental sponge city abandoned stream network of rivers purification filtering dress
It sets, is reached by technological means in detail below:
A kind of ecotype sponge city abandoned stream network of rivers filtration equipment for clarifying, comprising: collecting-tank, mechanical grille, collecting-tank overflow
Head piece, anaerobic pond, the first blender, anaerobic pond overflow port, aerobic tank, aerator, aerobic tank overflow port, flocculation basin, second stir
Mix machine, chemicals dosing plant, loading pipeline, the first valve, flocculation basin liquid outlet, sedimentation basin, reflux pump, the second valve, dredging tube road,
Sedimentation basin overflow port, filter tank, water inlet, enter mill weir, filter tank overflow port, driving motor, filter disc mounting rack, filter disc, backwash tube,
Mud-collecting slot, sludge pipe, solenoid valve, backwashing pump, inlet tube, water outlet, effluent weir, outlet pipe；The mechanical grille insertion peace
Mounted in the inside of collecting-tank；The top of collecting-tank side is arranged in the collecting-tank overflow port perforation, and collecting-tank overflow port is logical
Hydraulic pipeline is crossed to be connected with anaerobic pond；First blender is fixedly mounted on the bottom of anaerobic pond, and the first blender
Agitating paddle is located at the inside of anaerobic pond；The top of anaerobic pond side is arranged in the anaerobic pond overflow port perforation, and anaerobic pond overflows
Head piece is connected by hydraulic pipeline with aerobic tank；The bottom of aerobic tank is arranged in the aerator；The aerobic tank overflow port
The top of aerobic tank side is arranged in perforation, and one end of aerobic tank overflow port is connected with flocculation basin；Second blender
It is fixedly mounted on the top of flocculation basin, and the second blender agitating paddle is located at the inside of flocculation basin；One end of the loading pipeline
It is connected with chemicals dosing plant, and the other end of loading pipeline is connected with flocculation basin；First valve is fixedly mounted on flocculation
The bottom in pond；The lower part of flocculation basin side, and one end of flocculation basin liquid outlet and sedimentation basin is arranged in the flocculation basin liquid outlet
The lower part of inside is connected；The reflux pump is mounted on the bottom of sedimentation basin, and reflux pump passes through in dredging tube road and anaerobic pond
The bottom of side is connected；Second valve is mounted on dredging tube road；The sedimentation basin overflow port perforation is arranged in sedimentation basin
The top of side, and one end of sedimentation basin overflow port is connected with filter tank；The top on the inside of filter tank is arranged in the water inlet, and
Water inlet is connected with sedimentation basin overflow port；It is described enter mill weir the outside of water inlet is set；The filter tank overflow port perforation is set
It sets on the top in filter tank；The disk is mounted on filter disc mounting rack, and filter disc mounting rack is located at the inside in filter tank；The driving electricity
Machine is mounted on the top in filter tank, and driving motor is connected with filter disc mounting rack by chain；The mud-collecting slot is arranged in filter tank
Bottom, and sludge pipe is mounted on the inside of mud-collecting slot；The lower part of filter disc is arranged in the backwash tube；The backwash tube with
Inlet tube is connected, and solenoid valve and backwashing pump are mounted on the junction of backwash tube and inlet tube；The sludge pipe with into
Liquid pipe is connected, and solenoid valve and backwashing pump are mounted on the junction of sludge pipe and inlet tube；The water outlet perforation setting
In the side in filter tank；The side in filter tank is arranged in the effluent weir, and water outlet connects with effluent weir；The outlet pipe setting
In the bottom of effluent weir side.
As advanced optimizing for the technical program, a kind of environmental sponge city abandoned stream network of rivers of the utility model is cleaned
The inside of anaerobic pond described in filter device and aerobic tank is provided with stereo-elastic biologic packing material, and the filler is hollow structure.
As advanced optimizing for the technical program, a kind of environmental sponge city abandoned stream network of rivers of the utility model is cleaned
Aerator described in filter device is provided at N, and aerator is distributed in the bottom rectangular array shape of aerobic tank.
As advanced optimizing for the technical program, a kind of environmental sponge city abandoned stream network of rivers of the utility model is cleaned
The medicine outlet end for filtering loading pipeline described in device is arranged in aerobic tank overflow port water outlet.
As advanced optimizing for the technical program, a kind of environmental sponge city abandoned stream network of rivers of the utility model is cleaned
Second blender described in filter device is provided at N altogether, and the second blender is in the linear array-like distribution in the inside of flocculation basin.
As advanced optimizing for the technical program, a kind of environmental sponge city abandoned stream network of rivers of the utility model is cleaned
The water outlet of hydraulic pipeline described in filter device between collecting-tank overflow port and anaerobic pond is located at the lower part on the inside of anaerobic pond.
As advanced optimizing for the technical program, a kind of environmental sponge city abandoned stream network of rivers of the utility model is cleaned
The water outlet of hydraulic pipeline described in filter device between anaerobic pond overflow port and aerobic tank is located at the lower part on the inside of aerobic tank.
As advanced optimizing for the technical program, a kind of environmental sponge city abandoned stream network of rivers of the utility model is cleaned
Backwashing pump described in filter device is provided at two, and the water inlet of backwashing pump is connected by inlet tube at two.
Due to the application of the above technical scheme, the utility model has the advantage that compared with prior art
1, the inside of the utility model anaerobic pond and aerobic tank is provided with stereo-elastic biologic packing material, and the filler is
The setting of hollow structure is attached to anaerobic bacteria breeding on biologic packing material, is degraded in anaerobic pond and aerobic tank by anaerobic bacteria
Each type organic of sewage.
2, the utility model aerator is provided at N, and aerator aerobic tank bottom rectangular array shape be distributed
Setting, increases the distribution area of aerator, and sufficient oxygen is provided for microorganism.
3, the medicine outlet end of the utility model loading pipeline is arranged in aerobic tank overflow port water outlet, while the second blender
It is provided at N altogether, and the second blender enables medicament sufficiently to melt in the setting of the linear array-like distribution in the inside of flocculation basin
Enter into water, improves mixed effect.
4, the water outlet of the hydraulic pipeline between the utility model anaerobic pond overflow port and aerobic tank is located on the inside of aerobic tank
Lower part setting, out of anaerobic pond overflow go out water enter aerobic bottom of pond portion then go out through aerobic tank overflow port overflow, herein
It can be come into full contact in the process with the biologic packing material in aerobic tank, improve purification filtering effect.
5, the utility model is set by the improvement to environmental sponge city abandoned stream network of rivers filtration equipment for clarifying with structure
Meter is reasonable, purification filtering without Powered Propulsion, reduces operation energy consumption, purification filtering is high-efficient, effect is good, practical in the process
Property strong advantage, thus the problem of effective solution the utility model proposes in background technique one and deficiency.
Detailed description of the invention
The attached drawing constituted part of this application is used to provide a further understanding of the present invention, the utility model
Illustrative embodiments and their description are not constituteed improper limits to the present invention for explaining the utility model.In attached drawing
In:
Fig. 1 is the structural schematic diagram of the utility model；
Fig. 2 is the filter tank structure schematic diagram of the utility model.
In figure: collecting-tank 1, mechanical grille 2, collecting-tank overflow port 3, anaerobic pond 4, the first blender 5, anaerobic pond overflow port
6, aerobic tank 7, aerator 8, aerobic tank overflow port 9, flocculation basin 10, the second blender 11, chemicals dosing plant 12, loading pipeline 13,
First valve 14, flocculation basin liquid outlet 15, sedimentation basin 16, reflux pump 17, the second valve 18, dredging tube road 19, sedimentation basin overflow
Mouthfuls 20, filter tank 21, water inlet 2101, enter mill weir 2102, filter tank overflow port 2103, driving motor 2104, filter disc mounting rack 2015,
Filter disc 2106, backwash tube 2107, mud-collecting slot 2108, sludge pipe 2109, solenoid valve 2110, backwashing pump 2111, inlet tube
2112, water outlet 2113, effluent weir 2114, outlet pipe 2115.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole
Embodiment.
It should be noted that in the description of the present invention, unless otherwise indicated, the meaning of " plurality " is two or two
More than a；The instructions such as term " on ", "lower", "left", "right", "inner", "outside", " front end ", " rear end ", " head ", " tail portion "
Orientation or positional relationship is to be based on the orientation or positional relationship shown in the drawings, and is merely for convenience of description the utility model and simplification
Description, rather than the device or element of indication or suggestion meaning must have a particular orientation, constructed and grasped with specific orientation
Make, therefore should not be understood as limiting the present invention.
In addition, term " first ", " second ", " third " etc. are used for description purposes only, it is not understood to indicate or imply
Relative importance.
Meanwhile in the description of the present invention, unless otherwise clearly defined and limited, term " connected ", " connection "
It shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or be integrally connected；It can be mechanical connect
It connects, is also possible to be electrically connected；It can be directly connected, it can also be indirectly connected through an intermediary.For the general of this field
For logical technical staff, the concrete meaning of above-mentioned term in the present invention can be understood with concrete condition.
Referring to Figure 1 to Fig. 2, the utility model provides a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying
Particular technique embodiment:
A kind of ecotype sponge city abandoned stream network of rivers filtration equipment for clarifying, comprising: collecting-tank 1, mechanical grille 2, collecting-tank
Overflow port 3, anaerobic pond 4, the first blender 5, anaerobic pond overflow port 6, aerobic tank 7, aerator 8, aerobic tank overflow port 9, flocculation
Pond 10, chemicals dosing plant 12, loading pipeline 13, the first valve 14, flocculation basin liquid outlet 15, sedimentation basin 16, is returned at second blender 11
The 17, second valve 18 of stream pump, sedimentation basin overflow port 20, filter tank 21, water inlet 2101, enters mill weir 2102, filter tank at dredging tube road 19
Overflow port 2103, driving motor 2104, filter disc mounting rack 2015, filter disc 2106, backwash tube 2107, mud-collecting slot 2108, spoil disposal
Pipe 2109, solenoid valve 2110, backwashing pump 2111, inlet tube 2112, water outlet 2113, effluent weir 2114, outlet pipe 2115；Machine
Tool grid 2 is embedded in the inside for being mounted on collecting-tank 1；Collecting-tank overflow port 3 penetrates through the top that 1 side of collecting-tank is arranged in, and collects
Pond overflow port 3 is connected by hydraulic pipeline with anaerobic pond 4；First blender 5 is fixedly mounted on the bottom of anaerobic pond 4, and
The agitating paddle of first blender 5 is located at the inside of anaerobic pond 4；The upper of 4 side of anaerobic pond is arranged in the perforation of anaerobic pond overflow port 6
Portion, and anaerobic pond overflow port 6 is connected by hydraulic pipeline with aerobic tank 7；The bottom of aerobic tank 7 is arranged in aerator 8；It is aerobic
Pond overflow port 9 penetrates through the top that 7 side of aerobic tank is arranged in, and one end of aerobic tank overflow port 9 is connected with flocculation basin 10；The
Two blenders 11 are fixedly mounted on the top of flocculation basin 10, and 11 agitating paddle of the second blender is located at the inside of flocculation basin 10；It is defeated
The one end in pencil road 13 is connected with chemicals dosing plant 12, and the other end of loading pipeline 13 is connected with flocculation basin 10；First valve
Door 14 is fixedly mounted on the bottom of flocculation basin 10；The lower part of 10 side of flocculation basin, and flocculation basin is arranged in flocculation basin liquid outlet 15
One end of liquid outlet 15 is connected with the lower part of 16 inside of sedimentation basin；Reflux pump 17 is mounted on the bottom of sedimentation basin 16, and flows back
Pump 17 is connected by dredging tube road 19 with the bottom of 4 inside of anaerobic pond；Second valve 18 is mounted on dredging tube road 19；Precipitating
Pond overflow port 20 penetrates through the top that 16 side of sedimentation basin is arranged in, and one end of sedimentation basin overflow port 20 is connected with filter tank 21；
The top of 21 inside of filter tank is arranged in water inlet 2101, and water inlet 2101 is connected with sedimentation basin overflow port 20；Enter mill weir
2102 are arranged in the outside of water inlet 2101；Filter tank overflow port 2103 penetrates through the top that filter tank 21 is arranged in；Disk 2106 is mounted on
On filter disc mounting rack 2015, and filter disc mounting rack 2015 is located at the inside in filter tank 21；Driving motor 2104 is mounted on filter tank 21
Top, and driving motor 2104 is connected with filter disc mounting rack 2015 by chain；The bottom in filter tank 21 is arranged in mud-collecting slot 2108
Portion, and sludge pipe 2109 is mounted on the inside of mud-collecting slot 2108；The lower part of filter disc 2106 is arranged in backwash tube 2107；Backwash
Pipe 2107 is connected with inlet tube 2112, and solenoid valve 2110 and backwashing pump 2111 are mounted on backwash tube 2107 and inlet tube
2112 junction；Sludge pipe 2109 is connected with inlet tube 2112, and 2111 row of being mounted on of solenoid valve 2110 and backwashing pump
The junction of mud pipe 2109 and inlet tube 2112；Water outlet 2113 penetrates through the side that filter tank 21 is arranged in；Effluent weir 2114 is arranged
In the side in filter tank 21, and water outlet 2113 connects with effluent weir 2114；Outlet pipe 2115 is arranged in 2114 side of effluent weir
Bottom.
Specifically, the inside of anaerobic pond 4 and aerobic tank 7 is provided with stereo-elastic biologic packing material, and filler is hollow knot
Structure is attached to anaerobic bacteria breeding on biologic packing material, has by anaerobic bacteria degradation anaerobic pond with all kinds of of sewage in aerobic tank
Machine object.
Specifically, aerator 8 is provided at N, and aerator 8 is distributed in the bottom rectangular array shape of aerobic tank 7, is increased
The distribution area of aerator 8 provides sufficient oxygen for microorganism.
Specifically, the medicine outlet end of loading pipeline 13 is arranged in 9 water outlet of aerobic tank overflow port, medicament is enable sufficiently to melt
Enter into water, improves mixed effect.
Specifically, the second blender 11 is provided at N altogether, and the second blender 11 is in the linear battle array in the inside of flocculation basin 10
Column-shaped distribution, enables medicament to be sufficiently dissolved into water, improves mixed effect.
Specifically, the water outlet of the hydraulic pipeline between collecting-tank overflow port 3 and anaerobic pond 4 is located at 4 inside of anaerobic pond
Lower part.
Specifically, the water outlet of the hydraulic pipeline between anaerobic pond overflow port 6 and aerobic tank 7 is located at 7 inside of aerobic tank
Lower part, the water that overflow goes out out of anaerobic pond 4 enter 4 bottom of aerobic tank and then go out through 9 overflow of aerobic tank overflow port, in the process
It can be come into full contact with the biologic packing material in aerobic tank 4, improve purification filtering effect.
Specifically, backwashing pump 2111 is provided at two, and the water inlet of backwashing pump 2111 passes through inlet tube at two
2112 are connected.
Specific implementation step:
Rainwater is collected after abandoned stream to collecting-tank 1, and the mechanical grille 2 inside collecting-tank 1 can remove the impurity in water removal, so
The water in collecting-tank 1 enters in anaerobic pond 4 through collecting-tank overflow port 3 afterwards, and the first blender 5 in anaerobic pond 4 is sufficiently stirred, and makes
Water uniformly mixes, and is degraded each type organic by anaerobic bacteria, then enters in aerobic tank 7 through anaerobic pond overflow port 6, aerator 8
Sufficient oxygen is provided for the microorganism in aerobic tank 7, is then entered in flocculation basin 10 through aerobic tank overflow port 9, loading pipeline
13 medicine outlet end is arranged in 9 water outlet of aerobic tank overflow port, while the second blender is provided at N altogether, and medicament is enable to fill
Divide and be dissolved into water, improves mixed effect, flocculation basin 10 can be emptied by the first valve 14, then go out liquid through flocculation basin
Mouth 15 enters in sedimentation basin 16, and the mud of 16 bottom precipitation of sedimentation basin is delivered to anaerobic pond by dredging tube road 19 by reflux pump 17
Anaerobic pond content of microorganisms is improved in 4 bottom, improves biochemical degradation ability, and extra mud can be emptied by the second valve 18,
Then water is entered in filter tank 21 by sedimentation basin overflow port 20 and is filtered, by entering mill weir 2102 into device, driving motor
2104 are rotated by chain-driving filter disc 2106, are filtered by filter disc 2106 to water, are then entered through water outlet 2113 and are discharged
Weir 2114 is discharged by outlet pipe 2115, and the impurity after the completion of filtering is fallen into mud-collecting slot 2108, passes through sludge pipe 2109, electricity
Magnet valve 2110, backwashing pump 2111,2112 discharger of inlet tube, backwashing water passes through inlet tube 2112, recoil when backwash
Pump 2111, solenoid valve 2110 are washed into backwash tube 2107, filter disc 2106 is rinsed.
In summary: a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying passes through anaerobic pond and aerobic tank
Inside be provided with stereo-elastic biologic packing material, and the filler is the setting of hollow structure, is attached to anaerobic bacteria breeding
On biologic packing material, pass through each type organic of sewage in anaerobic bacteria degradation anaerobic pond and aerobic tank；Aerator is provided with N
Place, and the setting that aerator is distributed in the bottom rectangular array shape of aerobic tank, increase the distribution area of aerator, are micro- life
Object provides sufficient oxygen；By the medicine outlet end setting of loading pipeline in aerobic tank overflow port water outlet, while second stirs
Machine is provided at N altogether, and the second blender keeps medicament abundant in the setting of the linear array-like distribution in the inside of flocculation basin
It is dissolved into water, improves mixed effect；It is located at by the water outlet of the hydraulic pipeline between anaerobic pond overflow port and aerobic tank
The setting of lower part on the inside of oxygen pond, the water that overflow goes out out of anaerobic pond enter aerobic bottom of pond portion then through aerobic tank overflow port overflow
Out, it can be come into full contact in the process with the biologic packing material in aerobic tank, improve purification filtering effect；By to environmental sea
The improvement of continuous city abandoned stream network of rivers filtration equipment for clarifying has reasonable in design, purification filtering in the process without power
It promotes, reduces operation energy consumption, purification filtering is high-efficient, effect is good, practical advantage, so that this is practical for effective solution
Novel the problem of being proposed in background technique one and deficiency.
While there has been shown and described that the embodiments of the present invention, for the ordinary skill in the art,
It is understood that these embodiments can be carried out with a variety of variations in the case where not departing from the principles of the present invention and spirit, repaired
Change, replacement and variant, the scope of the utility model is defined by the appended claims and the equivalents thereof.
Claims (8)
1. a kind of ecotype sponge city abandoned stream network of rivers filtration equipment for clarifying, comprising: collecting-tank (1), catchments at mechanical grille (2)
It is pond overflow port (3), anaerobic pond (4), the first blender (5), anaerobic pond overflow port (6), aerobic tank (7), aerator (8), aerobic
Pond overflow port (9), flocculation basin (10), the second blender (11), chemicals dosing plant (12), loading pipeline (13), the first valve (14),
Flocculation basin liquid outlet (15), sedimentation basin (16), reflux pump (17), the second valve (18), dredging tube road (19), sedimentation basin overflow port
(20), filter tank (21), water inlet (2101), enter mill weir (2102), filter tank overflow port (2103), driving motor (2104), filter disc
Mounting rack (2015), filter disc (2106), backwash tube (2107), mud-collecting slot (2108), sludge pipe (2109), solenoid valve
(2110), backwashing pump (2111), inlet tube (2112), water outlet (2113), effluent weir (2114), outlet pipe (2115)；Its
Be characterized in that: mechanical grille (2) insertion is mounted on the inside of collecting-tank (1)；Collecting-tank overflow port (3) the perforation setting
On the top of collecting-tank (1) side, and collecting-tank overflow port (3) is connected by hydraulic pipeline with anaerobic pond (4)；Described first
Blender (5) is fixedly mounted on the bottom of anaerobic pond (4), and the agitating paddle of the first blender (5) is located at the interior of anaerobic pond (4)
Portion；Anaerobic pond overflow port (6) perforation is arranged on the top of anaerobic pond (4) side, and anaerobic pond overflow port (6) passes through water delivery
Pipeline is connected with aerobic tank (7)；Bottom of aerator (8) setting in aerobic tank (7)；The aerobic tank overflow port (9)
Perforation is arranged on the top of aerobic tank (7) side, and one end of aerobic tank overflow port (9) is connected with flocculation basin (10)；It is described
Second blender (11) is fixedly mounted on the top of flocculation basin (10), and the second blender (11) agitating paddle is located at flocculation basin (10)
Inside；One end of the loading pipeline (13) is connected with chemicals dosing plant (12), and the other end and wadding of loading pipeline (13)
Solidifying pond (10) are connected；First valve (14) is fixedly mounted on the bottom of flocculation basin (10)；The flocculation basin liquid outlet
(15) it is arranged in the lower part of flocculation basin (10) side, and the lower part on the inside of one end of flocculation basin liquid outlet (15) and sedimentation basin (16)
It is connected；The reflux pump (17) is mounted on the bottom of sedimentation basin (16), and reflux pump (17) passes through dredging tube road (19) and detests
Bottom on the inside of oxygen pond (4) is connected；Second valve (18) is mounted on dredging tube road (19)；The sedimentation basin overflow port
(20) perforation is arranged on the top of sedimentation basin (16) side, and one end of sedimentation basin overflow port (20) is connected with filter tank (21)；
The top that the water inlet (2101) is arranged on the inside of filter tank (21), and water inlet (2101) is connected with sedimentation basin overflow port (20)
It connects；It is described enter mill weir (2102) setting water inlet (2101) outside；Filter tank overflow port (2103) the perforation setting is being filtered
The top in pond (21)；The filter disc (2106) is mounted on filter disc mounting rack (2015), and filter disc mounting rack (2015) is located at filter
The inside in pond (21)；The driving motor (2104) is mounted on the top of filter tank (21), and driving motor (2104) and filter disc are pacified
(2015) are shelved to be connected by chain；The mud-collecting slot (2108) is arranged in the bottom of filter tank (21), and sludge pipe (2109)
It is mounted on the inside of mud-collecting slot (2108)；Lower part of backwash tube (2107) setting in filter disc (2106)；The backwash
Pipe (2107) is connected with inlet tube (2112), and solenoid valve (2110) and backwashing pump (2111) are mounted on backwash tube
(2107) with the junction of inlet tube (2112)；The sludge pipe (2109) is connected with inlet tube (2112), and solenoid valve
(2110) and backwashing pump (2111) is mounted on the junctions of sludge pipe (2109) Yu inlet tube (2112)；The water outlet
(2113) side of the perforation setting in filter tank (21)；The effluent weir (2114) is arranged in the side of filter tank (21), and water outlet
(2113) it connects with effluent weir (2114)；Bottom of outlet pipe (2115) setting in effluent weir (2114) side.
2. a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying according to claim 1, it is characterised in that: institute
The inside for stating anaerobic pond (4) and aerobic tank (7) is provided with stereo-elastic biologic packing material, and the filler is hollow structure.
3. a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying according to claim 1, it is characterised in that: institute
It states aerator (8) to be provided at N, and aerator (8) is distributed in the bottom rectangular array shape of aerobic tank (7).
4. a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying according to claim 1, it is characterised in that: institute
The medicine outlet end for stating loading pipeline (13) is arranged in aerobic tank overflow port (9) water outlet.
5. a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying according to claim 1, it is characterised in that: institute
It states the second blender (11) to be provided at N altogether, and the second blender (11) is in the linear array-like in inside point of flocculation basin (10)
Cloth.
6. a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying according to claim 1, it is characterised in that: institute
The water outlet for stating the hydraulic pipeline between collecting-tank overflow port (3) and anaerobic pond (4) is located at lower part on the inside of anaerobic pond (4).
7. a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying according to claim 1, it is characterised in that: institute
The water outlet for stating the hydraulic pipeline between anaerobic pond overflow port (6) and aerobic tank (7) is located at lower part on the inside of aerobic tank (7).
8. a kind of environmental sponge city abandoned stream network of rivers filtration equipment for clarifying according to claim 1, it is characterised in that: institute
It states backwashing pump (2111) to be provided at two, and the water inlet of backwashing pump (2111) is connected by inlet tube (2112) at two
It connects.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821751637.4U CN209128255U (en) | 2018-10-28 | 2018-10-28 | A kind of ecotype sponge city abandoned stream network of rivers filtration equipment for clarifying |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821751637.4U CN209128255U (en) | 2018-10-28 | 2018-10-28 | A kind of ecotype sponge city abandoned stream network of rivers filtration equipment for clarifying |
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| Publication Number | Publication Date |
|---|---|
| CN209128255U true CN209128255U (en) | 2019-07-19 |
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ID=67232934
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|---|---|---|---|
| CN201821751637.4U Expired - Fee Related CN209128255U (en) | 2018-10-28 | 2018-10-28 | A kind of ecotype sponge city abandoned stream network of rivers filtration equipment for clarifying |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111039510A (en) * | 2019-12-30 | 2020-04-21 | 华北水利水电大学 | Waste water filtering device for agricultural water-saving irrigation and filtering method thereof |
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2018
- 2018-10-28 CN CN201821751637.4U patent/CN209128255U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111039510A (en) * | 2019-12-30 | 2020-04-21 | 华北水利水电大学 | Waste water filtering device for agricultural water-saving irrigation and filtering method thereof |
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Granted publication date: 20190719 Termination date: 20201028 |