CN207175694U - Sump mud cleaning treatment system - Google Patents
Sump mud cleaning treatment system Download PDFInfo
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- CN207175694U CN207175694U CN201720571523.0U CN201720571523U CN207175694U CN 207175694 U CN207175694 U CN 207175694U CN 201720571523 U CN201720571523 U CN 201720571523U CN 207175694 U CN207175694 U CN 207175694U
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Abstract
The utility model discloses a kind of sump mud cleaning treatment system, including：Tube settler, the solidifying pool being connected with the tube settler, the aeration tank being connected with the tube settler and the eco-filtration pond being connected with the aeration tank, the tube settler include sedimentation tank body, be arranged in the sedimentation tank body middle part of sliding channel feed pipe, be connected with the feed pipe cloth tube, be arranged above the cloth tube the first filter screen, be arranged above first filter screen inclined tube, be arranged at the arc mud-collecting slot of the sedimentation tank body bottom and the discharge pipeline being arranged in the arc mud-collecting slot.Sump mud cleaning treatment system environmental protection and energy saving of the present utility model, the Recovery Purifying of sump mud and sewage, energy saving water resource, environment purification can be realized.
Description
Technical field
Sludge treatment technical field is the utility model is related to, especially a kind of sump mud cleaning treatment system.
Background technology
Generally the treating method of sump mud is mainly concentrated to sludge at present, digested, be mechanical dehydration, final
Landfill or incineration disposal.Mud concentration mainly reduces the interstitial water of mud, frequently with physical method.Mud mechanical dehydration can disappear
Big energy is consumed, mud landfill can then take a large amount of vacant lots, and destruction is easily polluted to surrounding environment, and incineration disposal is then
Equally meeting welding, and effective Recovery Purifying can not be carried out to the sewage in mud, environment is not only polluted, can also waste treasure
Expensive water resource.So, it is now desired to one kind can carry out effective purified treatment to sump mud, to recycle silt therein
The processing system of mud and water.
Utility model content
Technical problem to be solved in the utility model is to be directed to above-mentioned deficiency of the prior art, there is provided a kind of sewage
Pool mud cleaning treatment system.
In order to solve the above technical problems, the technical solution adopted in the utility model is：A kind of sump mud purified treatment
System, including：Tube settler, the solidifying pool being connected with the tube settler, the aeration being connected with the tube settler
Pond and the eco-filtration pond being connected with the aeration tank,
The tube settler includes sedimentation tank body, the feed pipe being arranged in the sedimentation tank body middle part of sliding channel and institute
The cloth tube for stating feed pipe connection, the first filter screen being arranged above the cloth tube, it is arranged above first filter screen
Inclined tube, the arc mud-collecting slot for being arranged at the sedimentation tank body bottom and the discharge pipeline being arranged in the arc mud-collecting slot.
Preferably, the eco-filtration pond includes filtering pond body and is from bottom to top successively set in the filtering ponds body
Antiseepage film, collector pipe, filter layer, purifying layer, transition zone and plantation layer.
Preferably, the thickness of the filter layer is 15-35cm, and its filler is the zeolite that particle diameter is 5-20mm；It is described net
The thickness for changing layer is 10-30cm, and its filler is the dolomite that particle diameter is 2-10mm；The thickness of the transition zone is 20-50cm, its
Filler is the gravel that particle diameter is 2-5mm；The thickness of the plantation layer is 30-60cm, and its filler is the plantation that particle diameter is 3-8mm
Soil.
Preferably, plantation has wetland plant on the plantation layer.
Preferably, the discharge pipeline is communicated to the solidifying pool.
Preferably, Overflow drainage mouth is provided with the side wall in sedimentation tank body pond face, is set on the Overflow drainage mouth
It is equipped with the second filter screen.
Preferably, the aeration tank bottom is provided with the first water distributor and aeration tube, the water distributor by pipeline with
The Overflow drainage mouth connection, the water distributor top are provided with intercept net.
Preferably, delivery port is provided with the side wall in the aeration tank face, is provided with above the eco-filtration pond
Water inlet pipe and the second water distributor connected with the water inlet pipe, the water inlet pipe other end and the delivery port of the aeration tank connect
It is logical.
Preferably, second water distributor is laid on the plantation layer surface in " rich " font,
Preferably, the collector pipe is laid in the antiseepage film in netted, and gully-hole is offered on the collector pipe,
The discharge ends of the collector pipe are communicated with clear water drainpipe.
The beneficial effects of the utility model：Sump mud cleaning treatment system of the present utility model, by setting inclined tube
Sedimentation basin precipitates to sump mud, efficiently and environmentally friendly by sewage and mud initial gross separation；After setting solidifying pool to make precipitation
Mud condense harden blocking, discharge system, energy-conserving and environment-protective, the recycling to mud can be realized；By setting aeration tank, energy
A large amount of organic matters removed in decontaminated water；By setting eco-filtration pond, the purified treatment of ecological, environmental protective, last energy are carried out to sewage
The clear water of production or irrigation water standard is met, treatment effeciency is high, good purification.Sump mud of the present utility model
Cleaning treatment system environmental protection and energy saving, the Recovery Purifying of sump mud and sewage, energy saving water resource, environment purification can be realized.
Brief description of the drawings
Fig. 1 is the structural representation of sump mud cleaning treatment system of the present utility model；
Fig. 2 is the structural representation of tube settler of the present utility model；
Fig. 3 is the structural representation of aeration tank of the present utility model；
Fig. 4 is the structural representation in eco-filtration pond of the present utility model.
Description of reference numerals：
1-tube settler；2-solidifying pool；3-aeration tank；4-eco-filtration pond；5-clear water drainpipe；10-heavy
Shallow lake pond body；11-feed pipe；12-cloth tube；13-the first filter screen；14-inclined tube；15-arc mud-collecting slot；16-discharge pipeline；
17-Overflow drainage mouth；18-the second filter screen；30-the first water distributor；31-aeration tube；32-intercept net；33-delivery port；
40-filtering pond body；41-antiseepage film；42-collector pipe；43-filter layer；44-purifying layer；45-transition zone；46-plantation
Layer；47-wetland plant；48-water inlet pipe；49-the second water distributor.
Embodiment
The utility model is described in further detail below in conjunction with the accompanying drawings, to make those skilled in the art with reference to explanation
Book word can be implemented according to this.
It should be appreciated that such as " having ", "comprising" and " comprising " term used herein do not allot one or more
The presence or addition of individual other elements or its combination.
As Figure 1-4, a kind of sump mud cleaning treatment system of the present embodiment, including：The sedimentation basin 1 of inclined tube 14,
The solidifying pool 2 that is connected with the sedimentation basin 1 of inclined tube 14, with the sedimentation basin 1 of inclined tube 14 aeration tank 3 being connected and the life being connected with aeration tank 3
State filtering ponds 4,
The sedimentation basin 1 of inclined tube 14 includes sedimentation tank body 10, the feed pipe 11 being arranged in the middle part of sliding channel of sedimentation tank body 10, with entering
The cloth tube 12 of the connection of expects pipe 11, it is arranged at the first filter screen 13 of the top of cloth tube 12, is arranged at the oblique of the top of the first filter screen 13
Pipe 14, the arc mud-collecting slot 15 for being arranged at the bottom of sedimentation tank body 10 and the discharge pipeline 16 being arranged in arc mud-collecting slot 15.Precipitation
Overflow drainage mouth 17 is provided with the side wall in the pond face of pond body 10, the second filter screen 18 is provided with Overflow drainage mouth 17.
Wherein, the mud of sump is imported into through feed pipe 11 and is arranged in the sedimentation basin 1 of inclined tube 14 by mud pumped
The cloth tube 12 in portion, enter in the sedimentation basin 1 of inclined tube 14, mud efficiently sinks under the effect of inclined tube 14, is precipitated into inclined tube 14
In the arc mud-collecting slot 15 of the bottom of pond 1, then collected by discharge pipeline 16 and be discharged to solidifying pool 2；Overflow after precipitation is then by sedimentation basin
The Overflow drainage mouth 17 set in the side wall in the pond face of body 10 is drained into aeration tank 3.
Wherein, the sedimentation basin 1 of inclined tube 14 make use of lamina flow principle, and current are between plate or Bottomhole pressure, hydraulic radius very little, institute
Relatively low with Reynolds number, laminar condition is presented in current, extremely advantageous to precipitating；In addition, inclined tube 14 adds the area of sedimentation basin, make
Deposition efficiency improves；And particle precipitation distance is shortened, greatly shorten the sedimentation time.It is easy in the feeding position of cloth tube 12
Turbulent flow is produced, the particulate matter in mud is floated, by setting the first filter screen 13 above cloth tube 12, can effectively be intercepted
Floating particulate matter, improve sedimentation effect.The particulate matter that the second filter screen 18 set on Overflow drainage mouth 17 is used in filtrating overflow,
The amount for entering aeration tank 3 is reduced, ensures the treatment effect of follow-up sewage.
Discharge pipeline 16 is communicated to solidifying pool 2, and the mud after precipitation is further handled into solidifying pool 2.Add in solidifying pool 2
Add soil-solidified-agent, make mud condensation hardening blocking, transport as engineering backfill native, agriculture horticultural use or construction material
Deng.
The bottom of aeration tank 3 is provided with the first water distributor 30 and aeration tube 31, and water distributor passes through pipeline and Overflow drainage mouth 17
Connection, water distributor top are provided with intercept net 32.Delivery port 33 is provided with the side wall in the pond face of aeration tank 3, on eco-filtration pond 4
The second water distributor 49 that side is provided with water inlet pipe 48 and connected with water inlet pipe 48, the other end of water inlet pipe 48 and the water outlet of aeration tank 3
Mouth 33 connects.
The overflow of the sedimentation basin 1 of inclined tube 14 is entered the bottom of aeration tank 3 by the first water distributor 30, and aeration tube 31 supplies with outside
Gas equipment is connected, and aeration tank 3 can largely get rid of the organic matter in sewage, and preliminary purification is carried out to sewage.Intercept net 32 is used for
The particulate matter to float is intercepted, prevents it from entering next section of eco-filtration pond 4.
Eco-filtration pond 4 include filtering pond body 40 and be from bottom to top successively set on filter pond body 40 in antiseepage film 41,
Collector pipe 42, filter layer 43, purifying layer 44, transition zone 45 and plantation layer 46.The thickness of filter layer 43 is 15-35cm, its filler
The zeolite for being 5-20mm for particle diameter；The thickness of purifying layer 44 is 10-30cm, and its filler is the dolomite that particle diameter is 2-10mm；Cross
The thickness for crossing layer 45 is 20-50cm, and its filler is the gravel that particle diameter is 2-5mm；The thickness for planting layer 46 is 30-60cm, and it is filled out
Expect the planting soil for being 3-8mm for particle diameter.Plantation has wetland plant 47 on plantation layer 46.
Second water distributor 49 is laid on plantation layer 46 surface in " rich " font, and collector pipe 42 is laid on antiseepage film 41 in netted
On, offer gully-hole on collector pipe 42, on collector pipe 42 on be provided with geotextiles, to prevent gully-hole to be blocked.Collector pipe
42 discharge ends are communicated with clear water drainpipe 5, and clear water drainpipe 5 is communicated to outside system and uses water or water storage device.
Wherein, the sewage after aeration tank 3 is handled is entered the second water distribution for being laid on plantation layer 46 surface by water inlet pipe 48
Pipe 49, the surface of layer 46 is being planted by 49 uniform water conservancy diversion of the second water distributor, in freely infiltration downwards, carrying out purification filtering.
Wherein, the organic substances such as the phosphorus in processing water can largely be absorbed by planting the wetland plant 47 planted on layer 46；Transition
Layer 45 plays preliminary filtration, to remove the partial suspended material in water；Dolomite in purifying layer 44 contains a large amount of calcium
Ion, the organic substances such as the phosphorus removed in water can be largely absorbed, water is effectively purified；Zeolite in filter layer 43 is more
Pore structure, suspended particulate can be largely absorbed, water is further filtered, the suspended particulate in water be removed, so as to complete to dirt
The purified treatment of water.Underwater stream after purification, collector pipe 42 is entered by gully-hole, converging into clear water drainpipe 5, discharge system
System, as irrigation or industrial water.
In one embodiment, the thickness of filter layer 43 is 30cm, and its filler is the zeolite that particle diameter is 10mm；Purifying layer 44
Thickness be 20cm, its filler is the dolomite that particle diameter is 5mm；The thickness of transition zone 45 is 45cm, and its filler is that particle diameter is 5mm
Gravel；The thickness for planting layer 46 is 55cm, and its filler is the planting soil that particle diameter is 4mm.
The mud of sump enters system by mud pumped from feed pipe 11.Mud is first heavy through the sedimentation basin 1 of inclined tube 14
Form sediment, the mud of bottom solidifies by slush pump through the pump of discharge pipeline 16 to solidifying pool 2, and it is blocking to ultimately form condensation hardening, transports and is used as
Engineering backfill native, agriculture horticultural use or construction material etc.；Overflow then enters after aeration tank 3 is handled imported into eco-filtration again
Pond 4, through further purified treatment, discharged after removing large amount of organic and other harmful substances by clear water drainpipe 5, as irrigation
Or industrial water, complete the Recovery Purifying utilization to sump mud.
In description of the present utility model, it is to be understood that term " " center ", " longitudinal direction ", " transverse direction ", " length ", " width
Degree ", " thickness ", " on ", " under ", "front", "rear", "left", "right", " vertical ", " level ", " top ", " bottom " " interior ", " outer ", " suitable
The orientation or position relationship of the instruction such as hour hands ", " counterclockwise ", " axial direction ", " radial direction ", " circumference " are based on orientation shown in the drawings
Or position relationship, be for only for ease of description the utility model and simplify and describe, rather than instruction or imply signified device or
Element must have specific orientation, with specific azimuth configuration and operation, therefore it is not intended that to limit of the present utility model
System.
Although embodiment of the present utility model is disclosed as above, it is not restricted in specification and embodiment
Listed utilization.It can be applied to various suitable fields of the present utility model completely.For those skilled in the art,
Other modification is easily achieved.Therefore under the universal limited without departing substantially from claim and equivalency range, this reality
Specific details is not limited to new and shown here as the legend with description.
Claims (10)
- A kind of 1. sump mud cleaning treatment system, it is characterised in that including：Tube settler and the tube settler The solidifying pool of connection, the aeration tank being connected with the tube settler and the eco-filtration pond being connected with the aeration tank,The tube settler include sedimentation tank body, be arranged in the sedimentation tank body middle part of sliding channel feed pipe, with it is described enter Expects pipe connection cloth tube, be arranged above the cloth tube the first filter screen, be arranged above first filter screen inclined tube, It is arranged at the arc mud-collecting slot of the sedimentation tank body bottom and the discharge pipeline being arranged in the arc mud-collecting slot.
- 2. sump mud cleaning treatment system according to claim 1, it is characterised in that the eco-filtration pond includes Filtering pond body and the antiseepage film being from bottom to top successively set in the filtering ponds body, collector pipe, filter layer, purifying layer, transition Layer and plantation layer.
- 3. sump mud cleaning treatment system according to claim 2, it is characterised in that the thickness of the filter layer is 15-35cm, its filler are the zeolite that particle diameter is 5-20mm；The thickness of the purifying layer is 10-30cm, and its filler is that particle diameter is 2- 10mm dolomite；The thickness of the transition zone is 20-50cm, and its filler is the gravel that particle diameter is 2-5mm；The plantation layer Thickness is 30-60cm, and its filler is the planting soil that particle diameter is 3-8mm.
- 4. sump mud cleaning treatment system according to claim 3, it is characterised in that being planted on the plantation layer has Wetland plant.
- 5. sump mud cleaning treatment system according to claim 1, it is characterised in that the discharge pipeline is communicated to institute State solidifying pool.
- 6. sump mud cleaning treatment system according to claim 2, it is characterised in that sedimentation tank body pond face Overflow drainage mouth is provided with side wall, the second filter screen is provided with the Overflow drainage mouth.
- 7. sump mud cleaning treatment system according to claim 6, it is characterised in that the aeration tank bottom is set There are the first water distributor and aeration tube, the water distributor is connected by pipeline with the Overflow drainage mouth, is set above the water distributor It is equipped with intercept net.
- 8. sump mud cleaning treatment system according to claim 7, it is characterised in that the side in the aeration tank face Delivery port is provided with wall, water inlet pipe and the second water distribution connected with the water inlet pipe are provided with above the eco-filtration pond Pipe, the water inlet pipe other end connect with the delivery port of the aeration tank.
- 9. sump mud cleaning treatment system according to claim 8, it is characterised in that second water distributor is in " rich " font is laid on the plantation layer surface.
- 10. sump mud cleaning treatment system according to claim 2, it is characterised in that the collector pipe is in netted It is laid in the antiseepage film, gully-hole is offered on the collector pipe, the discharge ends of the collector pipe is communicated with clear water draining Pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720571523.0U CN207175694U (en) | 2017-05-22 | 2017-05-22 | Sump mud cleaning treatment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720571523.0U CN207175694U (en) | 2017-05-22 | 2017-05-22 | Sump mud cleaning treatment system |
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| Publication Number | Publication Date |
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| CN207175694U true CN207175694U (en) | 2018-04-03 |
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ID=61732499
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720571523.0U Active CN207175694U (en) | 2017-05-22 | 2017-05-22 | Sump mud cleaning treatment system |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108970368A (en) * | 2018-10-09 | 2018-12-11 | 杭州蕴泽环境科技有限公司 | Zero water consume wet desulphurization device of one kind and its sulfur removal technology |
| CN109208669A (en) * | 2018-10-27 | 2019-01-15 | 河北雄安德荫源环境科技有限公司 | A kind of sewage disposal system and processing method of swag |
| CN109626745A (en) * | 2019-01-11 | 2019-04-16 | 东华理工大学 | Sewage-treatment plant |
-
2017
- 2017-05-22 CN CN201720571523.0U patent/CN207175694U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108970368A (en) * | 2018-10-09 | 2018-12-11 | 杭州蕴泽环境科技有限公司 | Zero water consume wet desulphurization device of one kind and its sulfur removal technology |
| CN109208669A (en) * | 2018-10-27 | 2019-01-15 | 河北雄安德荫源环境科技有限公司 | A kind of sewage disposal system and processing method of swag |
| CN109208669B (en) * | 2018-10-27 | 2023-09-26 | 河北雄安德荫源环境科技有限公司 | Sewage treatment system and treatment method for pit |
| CN109626745A (en) * | 2019-01-11 | 2019-04-16 | 东华理工大学 | Sewage-treatment plant |
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