CN108033570B - Transverse decontamination biological tube for repairing polluted underground water - Google Patents
Transverse decontamination biological tube for repairing polluted underground water Download PDFInfo
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- CN108033570B CN108033570B CN201711120363.9A CN201711120363A CN108033570B CN 108033570 B CN108033570 B CN 108033570B CN 201711120363 A CN201711120363 A CN 201711120363A CN 108033570 B CN108033570 B CN 108033570B
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- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 76
- 238000005202 decontamination Methods 0.000 title claims abstract description 34
- 230000003588 decontaminative effect Effects 0.000 title claims abstract description 34
- 239000003673 groundwater Substances 0.000 claims abstract description 53
- 238000005067 remediation Methods 0.000 claims abstract description 31
- 239000001913 cellulose Substances 0.000 claims abstract description 29
- 229920002678 cellulose Polymers 0.000 claims abstract description 29
- 239000000463 material Substances 0.000 claims abstract description 12
- 229910052751 metal Inorganic materials 0.000 claims abstract description 4
- 239000002184 metal Substances 0.000 claims abstract description 4
- 239000011148 porous material Substances 0.000 claims description 14
- 239000010865 sewage Substances 0.000 claims description 13
- 239000011248 coating agent Substances 0.000 claims description 5
- 238000000576 coating method Methods 0.000 claims description 5
- 238000001914 filtration Methods 0.000 claims description 5
- 239000003463 adsorbent Substances 0.000 claims description 4
- 229910052782 aluminium Inorganic materials 0.000 claims description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 2
- 239000000126 substance Substances 0.000 claims description 2
- 231100000331 toxic Toxicity 0.000 claims description 2
- 230000002588 toxic effect Effects 0.000 claims description 2
- 238000005253 cladding Methods 0.000 claims 3
- 239000004411 aluminium Substances 0.000 claims 1
- 239000003814 drug Substances 0.000 claims 1
- 239000011800 void material Substances 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 13
- 238000009434 installation Methods 0.000 abstract description 7
- 239000011149 active material Substances 0.000 abstract description 5
- 238000005516 engineering process Methods 0.000 description 9
- 239000003344 environmental pollutant Substances 0.000 description 8
- 239000000945 filler Substances 0.000 description 8
- 231100000719 pollutant Toxicity 0.000 description 8
- 244000005700 microbiome Species 0.000 description 7
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 230000004888 barrier function Effects 0.000 description 6
- 238000012856 packing Methods 0.000 description 6
- 238000011065 in-situ storage Methods 0.000 description 5
- 230000035699 permeability Effects 0.000 description 5
- 238000010276 construction Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 239000012466 permeate Substances 0.000 description 4
- 238000009412 basement excavation Methods 0.000 description 3
- 230000009286 beneficial effect Effects 0.000 description 3
- 238000003895 groundwater pollution Methods 0.000 description 3
- 230000008595 infiltration Effects 0.000 description 3
- 238000001764 infiltration Methods 0.000 description 3
- 229910052742 iron Inorganic materials 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000005855 radiation Effects 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006555 catalytic reaction Methods 0.000 description 2
- 239000000356 contaminant Substances 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000000835 fiber Substances 0.000 description 2
- 125000000524 functional group Chemical group 0.000 description 2
- 230000000644 propagated effect Effects 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 241000282414 Homo sapiens Species 0.000 description 1
- 230000006978 adaptation Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 239000013043 chemical agent Substances 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 238000007599 discharging Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 229920000620 organic polymer Polymers 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 229920006395 saturated elastomer Polymers 0.000 description 1
- 238000001179 sorption measurement Methods 0.000 description 1
- 239000002352 surface water Substances 0.000 description 1
- 238000004065 wastewater treatment Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
- C02F3/105—Characterized by the chemical composition
- C02F3/108—Immobilising gels, polymers or the like
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/28—Treatment of water, waste water, or sewage by sorption
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/34—Biological treatment of water, waste water, or sewage characterised by the microorganisms used
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/06—Contaminated groundwater or leachate
-
- 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
Landscapes
- Life Sciences & Earth Sciences (AREA)
- Chemical & Material Sciences (AREA)
- Water Supply & Treatment (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Microbiology (AREA)
- Organic Chemistry (AREA)
- Biodiversity & Conservation Biology (AREA)
- Chemical Kinetics & Catalysis (AREA)
- General Chemical & Material Sciences (AREA)
- Sewage (AREA)
- Biological Treatment Of Waste Water (AREA)
Abstract
The invention belongs to the technical field of polluted groundwater treatment, and particularly provides a transverse decontamination biological pipe for polluted groundwater remediation, which comprises an outer pipe, an inner net pipe and a filling inner core, wherein the outer pipe, the inner net pipe and the filling inner core are sequentially arranged from outside to inside, the filling inner core is covered by the inner net pipe and sleeved in a pipeline of the outer pipe, holes are formed in the outer pipe, the inner net pipe is a tubular metal wire net, and a filling material of the filling inner core is cellulose. According to the transverse decontamination biological pipe for repairing polluted underground water, the cellulose is coated by the inner net pipe and sleeved in the pipeline of the outer pipe, so that the underground water collecting effect can be enhanced, and the installation and replacement of active materials are facilitated.
Description
Technical Field
The invention belongs to the field of groundwater pollution remediation, and particularly relates to a transverse decontamination biological tube for remediation of polluted groundwater.
Background
The pollutants produced by human beings in production and life are directly or indirectly discharged into the groundwater environment, so that groundwater pollution is caused. Currently, remediation technologies for groundwater pollution include Permeable Reactive Barrier (PRB) technology, circulating well technology (GCW), and the like. The PRB technology needs a large amount of excavation and large engineering quantity, the active reaction wall is easy to be blocked, the difficulty of replacing and repairing schemes is high, and the PRB technology is only suitable for repairing shallow groundwater. The GCW technology is limited by local hydrologic water quality conditions, has very little effect on treating pollutants with the gravity larger than that of water, has large engineering quantity and high operation cost, is difficult to maintain in the later period, and can only be suitable for repairing shallow groundwater near the surface.
Disclosure of Invention
The invention aims to provide a transverse decontamination biological pipe for repairing polluted underground water, which aims to solve the technical problems that the existing underground water repairing technology has large engineering quantity and high manufacturing cost, and can only repair shallow underground water and is difficult to maintain in the later period.
The present invention is achieved by a transverse decontaminating biological tube for contaminated groundwater remediation, the transverse decontaminating biological tube being part of a radiant contaminated groundwater remediation system, the radiant contaminated groundwater remediation system comprising:
the water collecting vertical well is arranged in the underground water restoration area and is deep below the ground water layer to be treated;
the pore channel group is arranged on the inner wall of the water collecting vertical shaft and comprises a plurality of horizontal pore channels which are distributed in a radial manner by taking the axis of the same water collecting vertical shaft as the center; and
the transverse pipe group is arranged in the pore channel group and used for collecting and decontaminating the underground water, and comprises transverse decontamination biological pipes which are correspondingly arranged in each horizontal pore channel, and the underground water treated by the transverse pipe group enters the water collecting vertical shaft;
the transverse decontamination biological tube is a biological tube and comprises an outer tube, an inner net tube and a filling inner core which are sequentially arranged from outside to inside, wherein the filling inner core is coated by the inner net tube and sleeved in a pipeline of the outer tube, holes are formed in the outer tube, the inner net tube is a tubular metal wire net, and a filling material of the filling inner core is cellulose.
The transverse decontamination biological tube for restoring the polluted underground water can be used for restoring the deeply polluted underground water. Firstly, cellulose is made into a filling inner core, the filling inner core is coated by an inner pipe and then is placed in an outer pipe provided with holes, so that a lens body with a larger permeability coefficient is formed, deep polluted groundwater is facilitated to permeate into the transverse decontamination biological pipe, pollutants are degraded by microorganisms trapped on the cellulose or grown in situ, so that the microorganisms are further propagated, the number of the microorganisms grows exponentially, the degradation capacity of the pollutants is further improved, and the efficient removal effect of underground sewage is realized. And the cellulose has abundant reserves in the nature, does not pollute the environment, and has good hydrophilicity, biocompatibility and better mechanical strength.
Secondly, the cellulose is made into a filling inner core, and the filling inner core is arranged in an outer pipe provided with holes after being coated by an inner pipe, so that the underground water collection effect can be enhanced, and the installation and the replacement of active materials are facilitated.
And thirdly, the invention fully utilizes the advantages of developed cellulose pore structure, large specific surface area, rich surface functional groups and catalysis effect to realize the efficient in-situ treatment of polluted groundwater.
In addition, the transverse decontamination biological tube for repairing polluted underground water overcomes the defects of large excavation amount and difficult replacement of active materials in the Permeable Reactive Barrier (PRB) technology, and greatly improves the problem that the PRB reactive barrier is easy to block. The transverse decontamination biological tube provided by the invention has the advantages of small installation difficulty, small engineering quantity, lower installation cost and low later operation and maintenance cost.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are needed in the embodiments or the description of the prior art will be briefly described below, it being obvious that the drawings in the following description are only some embodiments of the present invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of a radiation type contaminated groundwater remediation system according to an embodiment of the invention;
FIG. 2 is a schematic diagram of a radiant type contaminated groundwater remediation system according to an embodiment of the invention;
FIG. 3 is a schematic cross-sectional view of a transverse decontaminating biological tube for contaminated groundwater remediation according to an embodiment of the invention, taken along the length of the transverse decontaminating biological tube;
FIG. 4 is a schematic cross-sectional view of a transverse decontaminating biological tube for contaminated groundwater remediation provided in accordance with an embodiment of the present invention;
FIG. 5 is a schematic cross-sectional view of one embodiment of a transverse decontaminating biological tube for contaminated groundwater remediation provided with a trough in accordance with an embodiment of the invention;
FIG. 6 is a schematic cross-sectional view of another embodiment of a transverse decontaminating biological tube for contaminated groundwater remediation provided with a trough in accordance with an embodiment of the invention;
FIG. 7 is a schematic cross-sectional view of yet another embodiment of a transverse decontaminating biological tube for contaminated groundwater remediation provided with a trough in accordance with an embodiment of the invention;
fig. 8 is a schematic cross-sectional view of a transverse decontaminating biological tube for contaminated groundwater remediation provided by an embodiment of the invention, with inner diameters of the inner core and the outer tube inscribed.
Wherein, each reference sign in the figure:
| transverse decontamination biological tube | 10 | Water collecting vertical shaft | 20 |
| Horizontal duct | 30 | Outer tube | 11 |
| Holes and holes | 111 | Inner net pipe | 12 |
| Filling inner core | 13 | Water passing trough | 14 |
Detailed Description
In order to make the technical problems, technical schemes and beneficial effects to be solved more clear, the invention is further described in detail below with reference to the embodiments. It should be understood that the specific embodiments described herein are for purposes of illustration only and are not intended to limit the scope of the invention.
It will be understood that when an element is referred to as being "mounted" or "disposed" on another element, it can be directly on the other element or be indirectly on the other element. When an element is referred to as being "connected to" another element, it can be directly connected to the other element or be indirectly connected to the other element.
It is to be understood that the terms "length," "width," "upper," "lower," "front," "rear," "left," "right," "vertical," "horizontal," "top," "bottom," "inner," "outer," and the like are merely for convenience in describing and simplifying the description based on the orientation or positional relationship shown in the drawings, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus are not to be construed as limiting the invention.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present invention, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
Referring to fig. 1-7, an embodiment of the present invention provides a transverse decontaminating biological tube 10 for contaminated groundwater remediation, the transverse decontaminating biological tube 10 being part of a radiant contaminated groundwater remediation system comprising:
a water collecting vertical shaft 20 arranged in the groundwater remediation area, wherein the water collecting vertical shaft 20 is deep below the ground water level to be treated;
a channel group formed on the inner wall of the water collecting shaft 20, the channel group including a plurality of horizontal channels 30 radially distributed with the axis of the same water collecting shaft 20 as the center; and
the transverse pipe group is arranged in the pore channel group and used for collecting and decontaminating the underground water, and comprises transverse decontamination biological pipes 10 correspondingly arranged in each horizontal pore channel 30, and the underground water treated by the transverse pipe group enters the water collecting vertical shaft 20;
wherein, the radiation type polluted groundwater remediation system sets up the pore canal group and places the horizontal tube group in groundwater remediation area, and horizontal tube group and water collecting shaft 20 combined action can very big increase groundwater collection area, effectively improves groundwater and collects treatment efficiency, realizes deep groundwater in situ remediation and handles, accurate control groundwater treatment elevation range. The mode of collecting underground water by combining the water collecting vertical shaft 20 with the horizontal transverse pipe 10 is used for replacing the traditional mode of extracting and treating the underground water by a pipe well group, so that the number of water supply vertical shafts can be greatly reduced, the construction cost is reduced, and the construction difficulty and the safety risk are reduced. The method overcomes the difficulty that the method for discharging the underground water by adopting the pipe well group is difficult to accurately control the treatment elevation range of the underground water, and overcomes the difficulty that the permeable reactive barrier cannot repair the deep underground water. The method for repairing polluted underground water by adopting the radiation type horizontal transverse pipes has the advantages of small technical engineering quantity and low manufacturing cost, the horizontal transverse pipes 20 can be used for collecting and treating the underground water for a long time after being driven into the ground, and the later operation and maintenance cost is low.
The water collecting vertical shaft 20 is provided with the transverse decontamination biological pipe 10 through the horizontal pore canal 30, underground water is collected and treated under the combined action of the horizontal transverse pipe 10 and the water collecting vertical shaft 20, construction danger that a large number of water collecting wells collapse is avoided, and construction safety is improved. Among them, the transverse decontamination biological tube 10 has extremely high surface water permeability and internal water permeability; the device has better pressure resistance and deformation adaptation capacity; the transverse decontaminating tube 10 is a lens body with high water permeability under the ground, and the groundwater flow is collected when encountering the transverse decontaminating tube 10. The transverse decontamination biological pipe 10 and the water collecting vertical shaft 20 form an underground three-dimensional pipe network together, so that the efficiency of collecting and treating the polluted underground water is higher, and the efficient restoration treatment of the polluted underground water is realized. It should be noted that the transverse decontamination biological tube 10 may be completely horizontal or slightly inclined.
In the preferred embodiment, the horizontal tunnel 30 has a slope of 2% to 3% to facilitate the passage of groundwater treated with the laterally decontaminated biological tubes 10 into the catchment shaft 20.
Further, the transverse decontamination biological tube 10 for repairing polluted underground water provided by the invention can be used for repairing deep polluted underground water. Firstly, cellulose is made into a filling inner core, the filling inner core is coated and treated by an inner pipe 12 and then is placed in an outer pipe 11 provided with holes 111, so that a lens body with a larger permeability coefficient is formed, deep polluted groundwater is facilitated to permeate into the transverse decontamination biological pipe, pollutants are degraded by microorganisms trapped on the cellulose or grown in situ, so that the microorganisms are further propagated, the number of the microorganisms grows exponentially, the degradation capacity of the pollutants is further improved, and the efficient removal effect of underground sewage is realized. And the cellulose has abundant reserves in the nature, does not pollute the environment, and has good hydrophilicity, biocompatibility and better mechanical strength.
Secondly, the cellulose is made into a filling inner core, and the filling inner core is coated by an inner net pipe 12 and then is placed in an outer pipe 11 provided with holes 111, so that the underground water collection effect can be enhanced, and the installation and the replacement of active materials are facilitated.
And thirdly, the invention fully utilizes the advantages of developed cellulose pore structure, large specific surface area, rich surface functional groups and catalysis effect to realize the efficient in-situ treatment of polluted groundwater.
In addition, the transverse decontamination biological tube for repairing polluted underground water overcomes the defects of large excavation amount and difficult replacement of active materials in the Permeable Reactive Barrier (PRB) technology, and greatly improves the problem that the PRB reactive barrier is easy to block. The transverse decontamination biological tube provided by the invention has the advantages of small installation difficulty, small engineering quantity, lower installation cost and low later operation and maintenance cost.
Specifically, in the embodiment of the present invention, the outer tube 11 may be made of metal, or may be made of organic polymer, including but not limited to PVC. Preferably, the thickness of the outer tube 11 is 2-10mm, so that it is advantageous to ensure its strength when it is disposed below the groundwater level. Preferably, the inner diameter of the outer tube 11 is 50-100mm, more preferably 80-100mm. If the pipe diameter of the outer pipe 11 is too large, the mechanical bearing capacity is limited; if the outer tube 11 has too small a tube diameter, the detergency is limited, and the active repair material is easily saturated, which causes trouble of frequent replacement of the active filler material.
Further, the outer pipe 11 is provided with holes 111, thereby providing a path for infiltration of deep underground sewage. Preferably, the aperture of the hole 111 is 5-10mm, and the appropriate aperture size is not only beneficial to the infiltration of deep underground sewage, but also does not influence the strength of the outer tube 11 when being transversely arranged below the underground water level. The shape of the hole 111 is not specifically limited and includes, but is not limited to, circular, oval, square. Preferably, the holes 111 are uniformly arranged on the outer tube 11.
In the embodiment of the present invention, in order to ensure the strength of the outer pipe 11 below the groundwater level and to ensure that the groundwater is efficiently permeated into the pipe, it is preferable that the adjacent holes 111 are spaced apart by 5-6cm. If adjacent holes 111 are too closely spaced, i.e. the holes 111 are too densely arranged, the strength of the outer tube 11 is too low to withstand the strength required when arranged below the groundwater level; if the adjacent holes 111 are too far apart, the holes 111 are too thin, the efficiency of infiltration of underground sewage into the outer pipe 11 is too low, and it is difficult to achieve the effect of efficiently removing deep underground pollutants.
In the embodiment of the invention, the transverse decontamination biological tube 10 comprises a filling inner core 13 arranged in the pipeline of the outer tube 11, and the filling inner core 13 is a material basis for improving the decontamination effect of underground sewage. The filling core 13 may be an integral body, and is covered by the inner net pipe 12 and then sleeved in the outer pipe 11, or may be formed into a plurality of filling core covered sections covered by the inner net pipe 12, and then the filling core covered sections are spliced to form a filling core covered body for sewage treatment. Of course, it should be understood that in the inner core filler coating body, a certain space may be reserved between each inner core filler coating section, for example, a space of 0.1-20mm is reserved between adjacent inner core filler coating sections.
In the embodiment of the invention, cellulose is used as a material for filling the inner core 13, so that pollutants in underground sewage which infiltrates into the pipeline of the outer pipe 11 are adsorbed, and decontamination treatment is realized. The cellulose is used as a natural biodegradable material, has good hydrophilicity, biocompatibility, mechanical strength and specific surface area, is beneficial to enrichment growth of microorganisms, has long service life and completely meets the requirements of carriers for wastewater treatment by a biomembrane method.
Preferably, the cellulose in the filling core 13 has a filling density of 80-90kg/m 3 The porosity of the filled region is 90-95%. It should be understood that reference herein to a packing density refers to the packing density of the packed regions that are packed with cellulose. Proper packing density ensures that the sewage smoothly flows through the packing core 13 and the removal of contaminants is achieved. Specifically, if the filling density of the cellulose is too small, the porosity of the filling area of the cellulose is larger, and the decontamination effect of the biological tube is greatly weakened; if the packing density of the cellulose is too high, the porosity of the packing region of the cellulose is small, the water flow efficiency is hindered, and when the trapped contaminants are increased, the infiltrated groundwater may not be circulated further.
Preferably, the cellulose filling the inner core 13 is provided with an adsorbent and a chemical agent for adsorbing toxic and harmful substances, thereby more efficiently collecting and treating the contaminated groundwater body. Preferably, the adsorbent is a high molecular adsorbent, and has good adsorption effect.
Further preferably, the biological tubes are provided with water passing channels 14 extending in the length direction of the biological tubes, such that contaminated groundwater is decontaminated by the cellulose filled area and is collected by the water passing channels 14 into the longitudinal water collection well 20. It is further preferable that the cross-sectional area of the water passing groove 14 is 1/3 or less of the cross-sectional area of the filling core 13 in order to secure the filling amount of cellulose, thereby securing the decontamination effect.
As a particularly preferred embodiment, as shown in fig. 5, the water passing groove 14 is provided inside the filling core 13, i.e., the filling core 13 forms a hollow pipe, and the inner surface of the filling core 13 is coated with the inner mesh tube 12. It is further preferred that the water passing tank 14 is disposed in the middle of the biological pipe so that the underground sewage penetrating into the outer pipe 11 from different directions can be gathered into the longitudinal water collecting well 20 through the water passing tank 14 after the fiber decontamination treatment of a uniform thickness. As another preferred embodiment, the water passing groove 14 is provided on the outer surface of the filler core 13 covered with the inner pipe network 12. When the transverse decontamination biological tube 10 is used, the water passing trough 14 is arranged downwards, so that underground sewage which permeates into the outer tube 11 from above the transverse tube is collected into the water passing trough 14 at the lower end after being decontaminated by cellulose and flows into the longitudinal water collecting well 20. The arrangement form of the water passing groove 14 on the outer surface of the filling core 13 covered by the inner pipe network 12 is not strictly limited, and only a certain water passing channel needs to be reserved, and the situation shown in fig. 6 and 7 can be adopted, but the arrangement is not limited to the situation.
Of course, as another embodiment, as shown in fig. 8, the filling core 13 is a solid filling core 13, the diameter of the filling core 13 is 1/3 or less of the inner diameter of the outer tube 11, and the filling core 13 is inscribed with the outer tube 11. In use, the point of tangency of the filler core 13 and the outer tube 11 is at the uppermost end of the transverse decontaminating biological tube 10.
On the basis of the above embodiment, preferably, a gap exists between the inner pipe 12 and the outer pipe 11, which is favorable for replacing the filling inner core 13 wrapped in the inner pipe 12, and can also enhance the capability of groundwater outside the pipeline to enter the transverse decontamination biological pipe, namely, increase the water collecting capability of the transverse decontamination biological pipe.
In the embodiment of the present invention, when the filling core 13 is directly filled into the outer tube 11, not only is it inconvenient to fill, but also it is inconvenient to replace the filling material. More importantly, the filler material may be lost from the holes 111 of the outer tube 11, resulting in a loss of decontamination of the filler core 13. In view of this, in the embodiment of the present invention, the filling core 13 is sleeved in the pipe of the outer pipe 11 after being wrapped in the tubular wire mesh 12.
Preferably, to avoid the filaments passing through the tubular wire mesh 12, the mesh size of the tubular wire mesh 12 is 0.1-5mm, more preferably 0.45-2mm. In the embodiment of the invention, the material of the tubular wire mesh 12 is not limited explicitly, and can be made of iron wires, aluminum wires and the like, and preferably, the tubular wire mesh 12 is made of iron wires, so that the formed tubular wire mesh not only has proper strength, but also can ensure better strength when being plugged into the pipeline of the outer pipe 11 after being coated with the filling material; meanwhile, the iron wire is low in cost, and the cost is reduced.
Further preferably, based on the above embodiment, the outer surface of the outer tube 11 is coated with a reverse filtering layer for blocking solids such as sand, thereby prolonging the use of the filling core 13. The reverse filtering layer is a geotechnical cloth layer or a fiber layer, and the thickness of the reverse filtering layer is 1-8mm, so that the problem that underground sewage is not easy to permeate into the pipeline of the outer pipe 11 due to the fact that the reverse filtering layer is too thick is avoided.
The foregoing description of the preferred embodiments of the invention is not intended to be limiting, but rather is intended to cover all modifications, equivalents, and alternatives falling within the spirit and principles of the invention.
Claims (9)
1. A transverse decontaminating biological tube for use in the remediation of contaminated groundwater, wherein the transverse decontaminating biological tube is part of a radiant contaminated groundwater remediation system comprising:
the water collecting vertical well is arranged in the underground water restoration area and is deep below the ground water layer to be treated;
the pore channel group is arranged on the inner wall of the water collecting vertical shaft and comprises a plurality of horizontal pore channels which are distributed in a radial manner by taking the axis of the same water collecting vertical shaft as the center; and
the transverse pipe group is arranged in the pore channel group and used for collecting and decontaminating the underground water, and comprises transverse decontamination biological pipes which are correspondingly arranged in each horizontal pore channel, and the underground water treated by the transverse pipe group enters the water collecting vertical shaft;
the transverse decontamination biological tube is a biological tube and comprises an outer tube, an inner net tube and a filling inner core which are sequentially arranged from outside to inside, wherein the filling inner core is covered by the inner net tube and sleeved in a pipeline of the outer tube, the outer tube is provided with holes, the inner net tube is a tubular metal wire net, and a filling material of the filling inner core is cellulose;
wherein, a plurality of filling inner core cladding sections clad by the inner network pipe are formed separately, and then each filling inner core cladding section is spliced to form a filling inner core cladding body for sewage treatment; in the filling inner core coating body, the distance between adjacent filling inner core coating sections is 0.1-20 mm;
the cellulose in the filling core has a filling density of 80-90kg/m 3 The porosity of the cellulose filled region is 90-95%;
the cellulose of the filling inner core is provided with an adsorbent and a medicament for adsorbing toxic and harmful substances.
2. The transverse decontaminating biological tube for contaminated groundwater remediation according to claim 1, wherein the aperture is 5-10mm in diameter; and/or
Adjacent holes are 5-6cm apart.
3. The transverse decontaminating biological tube for contaminated groundwater remediation according to claim 1, wherein said biological tube is provided with a trough extending along a length of said biological tube.
4. A transverse decontaminating biological tube for contaminated groundwater remediation according to any one of claims 1 to 3 wherein a void exists between the inner tube and the outer tube.
5. A transverse decontaminating biological tube for contaminated groundwater remediation according to any one of claims 1 to 3 wherein the mesh size of the tubular wire mesh is 0.45 to 2mm.
6. A transverse decontaminating biological tube for contaminated groundwater remediation according to any one of claims 1 to 3 wherein the outer surface of the outer tube is coated with a reverse filtration layer.
7. A transverse decontaminating biological tube for contaminated groundwater remediation according to any one of claims 1 to 3 wherein the inner diameter of the outer tube is 80 to 100mm.
8. A transverse decontaminating biological tube for contaminated groundwater remediation according to any one of claims 1 to 3 wherein the tubular wire mesh is made of at least one of wire and aluminium.
9. A transverse decontaminating biological tube for contaminated groundwater remediation according to any one of claims 1 to 3 wherein the outer tube has a thickness of from 2 to 10mm.
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| CN108033570B true CN108033570B (en) | 2023-11-28 |
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Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1112955A (en) * | 1966-03-28 | 1968-05-08 | William V Karr | Water supply system |
| JP2000186336A (en) * | 1998-12-22 | 2000-07-04 | Zenitaka Corp | Ground water environmental preservation method |
| CN207108620U (en) * | 2017-11-14 | 2018-03-16 | 中电建水环境治理技术有限公司 | Horizontal decontamination biology pipe for polluted underground water reparation |
-
2017
- 2017-11-14 CN CN201711120363.9A patent/CN108033570B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| GB1112955A (en) * | 1966-03-28 | 1968-05-08 | William V Karr | Water supply system |
| JP2000186336A (en) * | 1998-12-22 | 2000-07-04 | Zenitaka Corp | Ground water environmental preservation method |
| CN207108620U (en) * | 2017-11-14 | 2018-03-16 | 中电建水环境治理技术有限公司 | Horizontal decontamination biology pipe for polluted underground water reparation |
Non-Patent Citations (1)
| Title |
|---|
| 胡书民.《水处理装备》.合肥工业大学出版社,2010,第85页. * |
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