CN109518793B - Anti-blocking rainwater and sewage pipeline system and application method thereof - Google Patents
Anti-blocking rainwater and sewage pipeline system and application method thereof Download PDFInfo
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- CN109518793B CN109518793B CN201910006948.0A CN201910006948A CN109518793B CN 109518793 B CN109518793 B CN 109518793B CN 201910006948 A CN201910006948 A CN 201910006948A CN 109518793 B CN109518793 B CN 109518793B
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- 239000010865 sewage Substances 0.000 title claims abstract description 84
- 238000000034 method Methods 0.000 title claims abstract description 13
- 238000001914 filtration Methods 0.000 claims abstract description 112
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 81
- 238000004062 sedimentation Methods 0.000 claims abstract description 47
- 239000007787 solid Substances 0.000 claims abstract description 21
- 230000007704 transition Effects 0.000 claims abstract description 20
- 239000000463 material Substances 0.000 claims description 30
- 238000000746 purification Methods 0.000 claims description 16
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 claims description 12
- 239000002245 particle Substances 0.000 claims description 11
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 9
- 238000001556 precipitation Methods 0.000 claims description 8
- 239000004576 sand Substances 0.000 claims description 5
- 239000006004 Quartz sand Substances 0.000 claims description 4
- 238000002955 isolation Methods 0.000 claims description 4
- 239000008213 purified water Substances 0.000 claims description 4
- 229920000742 Cotton Polymers 0.000 claims description 3
- 238000004891 communication Methods 0.000 claims description 2
- 238000012423 maintenance Methods 0.000 abstract description 7
- 230000007613 environmental effect Effects 0.000 abstract description 6
- 238000004064 recycling Methods 0.000 abstract description 5
- 230000009467 reduction Effects 0.000 abstract description 4
- 230000006872 improvement Effects 0.000 description 10
- 239000012535 impurity Substances 0.000 description 6
- 238000004140 cleaning Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000011010 flushing procedure Methods 0.000 description 3
- 230000036541 health Effects 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 229920003023 plastic Polymers 0.000 description 2
- 239000002244 precipitate Substances 0.000 description 2
- 230000001954 sterilising effect Effects 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 239000000126 substance Substances 0.000 description 2
- 241000894006 Bacteria Species 0.000 description 1
- 241000700605 Viruses Species 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000009430 construction management Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000249 desinfective effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 229920006351 engineering plastic Polymers 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- -1 leaves Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000012466 permeate Substances 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D36/00—Filter circuits or combinations of filters with other separating devices
- B01D36/04—Combinations of filters with settling tanks
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
- E03F5/0403—Gullies for use in roads or pavements with a sediment trap
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/04—Gullies inlets, road sinks, floor drains with or without odour seals or sediment traps
- E03F5/0401—Gullies for use in roads or pavements
- E03F5/0404—Gullies for use in roads or pavements with a permanent or temporary filtering device; Filtering devices specially adapted therefor
Landscapes
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Sewage (AREA)
- Filtration Of Liquid (AREA)
Abstract
The invention discloses an anti-blocking rainwater and sewage pipeline system and a using method thereof, and belongs to the technical field of buildings. The system comprises a sedimentation tank and a filter tank which are connected through a transition water pipe; a filter device is arranged in the filter tank, and water entering the filter tank is filtered and purified by the filter device and then is discharged; the filtering device comprises a first-stage filtering layer and a second-stage filtering layer which are communicated, the filtering gap of the first-stage filtering layer is larger than that of the second-stage filtering layer, and water entering the filtering tank is discharged out of the filtering tank after sequentially passing through the first-stage filtering layer and the second-stage filtering layer. The application method of the system comprises the following steps: the rain sewage flows into the sedimentation tank for primary sedimentation, flows into the filter tank for secondary sedimentation, and is filtered by the filter device and discharged. The invention adopts the principle of grading treatment of the rain sewage, can control the quantity of solid garbage entering the rain sewage pipeline from the source, further reduces the possibility of pipeline blockage, and has the characteristics of environmental protection, recycling, reduction of dredging workload, easy maintenance and the like.
Description
Technical Field
The invention belongs to the technical field of buildings, and particularly relates to an anti-blocking rainwater and sewage pipeline system and a using method thereof.
Background
With the continuous improvement of the building construction technology and the use requirements of building functions, the areas of house buildings and roads are rapidly increased, and the area of the urban non-permeable ground is correspondingly increased, so that the urban total runoff coefficient is increased, and the rainfall runoff flood peak flow is rapidly increased. Along with the rapid development of society and the improvement of living standard of people, the construction management of rainwater pipelines is attracting more and more attention, and the blockage of rainwater pipelines is becoming a prominent problem affecting the normal life of people. At present, the rainwater and sewage pipeline is seriously blocked, and a plurality of inconveniences are brought to the life of people. The rainwater and sewage pipeline is blocked to cause difficulty for people to go out, after the pipeline is blocked, sewage on the ground is unbearable, the environment is polluted, bacteria and viruses are bred, and the physical health of people is directly affected. The main reason is that every rainy day, rain wash the road surface, carry various solid debris, flow into drainage pipe together, the solid deposits because of gravity in the rivers in-process, if can not obtain timely clearance, can block up drainage pipe in the long term, leads to its cross section to reduce, and the water passing ability reduces, and the more so blocks up whole drainage pipe cross section, makes its drainage system lose function, causes the condition that meets the rain must be blocked up.
At present, the dredging method of the urban drainage pipeline mainly adopts common methods such as hydraulic flushing and manual dredging, and the drainage pipeline is cleaned and dredged by a method of grabbing, flushing and sucking. However, the cleaning work is very difficult and the dredging frequency is not high due to the fact that the urban drainage pipeline is numerous and is in underground space narrow. Therefore, a new method is urgently needed to solve the problems of difficult dredging and easy blocking.
There have been many proposals for improving urban drainage, such as chinese patent application No.: 201520419229.9, publication date: the patent literature on the day of 2015 12 month 9 discloses a municipal road sewer mouth filter equipment, relates to sewer mouth filter equipment field of sewer, including the well lid of seting up the wash port, the fixed setting supplies well lid embedding to place on the sewer mouth border well lid seat, set up outer filter basket under the well lid and inlay the interior filter basket of establishing in outer filter basket, a plurality of filtration holes have all been seted up on the lateral wall and the bottom surface of outer filter basket and interior filter basket, the upper portion at the lateral wall has been seted up to the filtration hole on the outer filter basket, and its lower part one section does not set up the filtration hole and forms the holding chamber that can store tiny material, lay one deck sponge on the bottom surface in the outer filter basket, the interior filter basket of this filter equipment can be used to filter great material such as leaf, plastic bag, stone equally, and outer filter basket can precipitate some tiny material in the holding intracavity, and water infiltration sponge is discharged from the bottom surface filter hole of outer filter basket, just so can realize filtering tiny material such as fine sand. According to the scheme, through the combination of the inner filtering basket and the outer filtering basket, the inner filtering basket can be used for filtering larger substances such as leaves, plastic bags and stones, a layer of sponge is paved on the inner bottom surface of the outer filtering basket, water permeates the sponge to be discharged from the bottom surface filtering holes of the outer filtering basket, fine substances such as fine sand can be filtered out, but the filtering impurity removing capacity of the inner filtering basket is relatively weak, the filtering basket is easy to block, frequent dredging is needed, proper dredging time cannot be predicted, and the inner filtering basket is very troublesome for large-area urban use.
For another example, chinese patent application No.: 201621390344.9, publication date: patent literature of 2017, 6 and 27 discloses a sponge municipal sewage treatment system which comprises a sedimentation tank, an overflow tank, a grid tank, a water reservoir and a filtering and sterilizing device which are connected in sequence; the PP rainwater module is filled in the reservoir, the reservoir is provided with a sewage well, a backwash pipe and a lifting well, the bottom of the sewage well is provided with a sewage pump connected to the municipal sewage pipe, the bottom of the lifting well is provided with a lifting pump, the water outlet end of the lifting pump is connected to the backwash pipe through a backwash control valve, and the water outlet end of the lifting pump is also connected to the water inlet end of the filtering and sterilizing device through a reuse control valve; the water outlet end of the filtering and disinfecting device is connected with the recycling pipe, and the sewage draining end is connected with the municipal sewage draining pipe. The scheme adopts multistage precipitation and graded filtration to treat sewage before being discharged into municipal pipelines, and has the functions of sewage discharge and back flushing, but the scheme has the advantages of high construction cost and large use space, is not suitable for large-scale use of municipal drainage systems, is suitable for independent installation of a plurality of large pollution sources, and is discharged into the existing municipal drainage pipeline systems after sewage treatment.
Disclosure of Invention
1. Problems to be solved
The invention provides an anti-blocking rainwater and sewage pipeline system, which aims to solve the problem that solid garbage carried by rainwater and sewage enters a rainwater and sewage pipeline to cause the blockage of a residential district and a municipal rainwater and sewage pipeline. The anti-blocking rain sewage pipeline system adopts the principle of grading treatment of rain sewage, can control the quantity of solid garbage entering the rain sewage pipeline from the source, further reduces the possibility of pipeline blockage, and has the characteristics of environmental protection, recycling, reduction of dredging workload, easy maintenance and the like; it is important to solve the drainage capacity of the rain and sewage pipelines in residential communities and cities.
2. Technical proposal
In order to solve the problems, the invention adopts the following technical scheme.
An anti-blocking rainwater and sewage pipeline system comprises a sedimentation tank and a filtering tank which are communicated with the ground; the sedimentation tank is connected with the filter tank through a transition water pipe; the filter device is arranged in the filter tank, and water entering the filter tank is filtered and purified by the filter device and then is discharged.
As a further improvement, the transition water pipe is obliquely arranged, and one end connected with the sedimentation tank is higher than one end connected with the filter tank.
As a further improvement, the inclination angle of the transition water pipe with the horizontal plane is 5 degrees to 10 degrees.
As a further improvement, the filtering device comprises a primary filtering layer and a secondary filtering layer which are communicated, the filtering gap of the primary filtering layer is larger than that of the secondary filtering layer, and water entering the filtering tank is discharged out of the filtering tank after sequentially passing through the primary filtering layer and the secondary filtering layer.
As a further improvement, the first-stage filter material of the first-stage filter layer adopts one or a combination of more of sponge, activated carbon filter cotton and granular activated carbon.
As a further improvement, the secondary filter material of the secondary filter layer adopts one or the combination of two of machine-made sand and quartz sand, and the particle size of the primary filter material is 40-50mm.
As a further improvement, the filtering device also comprises a water outlet bin communicated with the secondary filtering layer, and water filtered by the secondary filtering layer is discharged out of the filtering tank through the water outlet bin.
As a further improvement, the filter device also comprises a filter cylinder body, wherein the primary filter material and the secondary filter material are arranged in the filter cylinder body and are isolated by an isolation net.
As a further improvement, the upper port of the filter tank is communicated with the ground and is closed by a well cover, and a ladder stand from the upper port of the filter tank to the filter cylinder body is arranged on the inner wall of the filter tank.
A method of using the anti-blocking rain sewage pipeline system, comprising the steps of:
1. precipitation
The rainwater and sewage on the ground flows to the water grate, flows into the sedimentation tank, and is subjected to standing sedimentation at the bottom of the sedimentation tank, part of solids in the water are settled at the bottom of the tank, the rainwater and sewage are subjected to primary sedimentation and purification, the water after primary sedimentation and purification flows into the filter tank through the transition water pipe, and secondary sedimentation and purification are obtained in the filter tank;
2. filtration
When the water level in the filtering pond reaches the position of the filtering device, the filtering device filters and purifies the rainwater and sewage after secondary precipitation and purification, and the filtered and purified water is discharged out of the filtering pond.
3. Advantageous effects
Compared with the prior art, the invention has the beneficial effects that:
the anti-blocking rain sewage pipeline system can effectively solve the problems of urban waterlogging caused by rain sewage pipeline blockage, a series of environmental damage, influence on the health of people and the like, adopts the principle of graded treatment of rain sewage, can control the quantity of solid garbage entering the rain sewage pipeline from the source, further reduces the possibility of pipeline blockage, and has the characteristics of environmental protection, recycling, reduction of dredging workload, easy maintenance and the like; it is important to solve the drainage capacity of the rain and sewage pipelines in residential communities and cities.
Drawings
FIG. 1 is a schematic diagram of the construction principle of the anti-blocking rain sewage pipe system of the present invention;
FIG. 2 is a schematic diagram of the principle of the front view of the filter tank part of the anti-blocking rain sewage pipeline system of the invention;
fig. 3 is a schematic top view of a portion of a filtration tank in an anti-clogging rain sewage conduit system of the present invention.
In the figure: 100. a sedimentation tank; 110. a water grate; 200. a filtering tank; 210. a well cover; 220. a ladder stand; 300. a filtering device; 310. a secondary filter layer; 311. a cover plate; 312. a central viewing aperture; 313. a notch; 320. a first-stage filter layer; 330. a water outlet bin; 340. a support member; 350. a second-stage filter material; 360. a first-stage filter material; 400. a transition water pipe; 500. a drain pipe; 600. and (3) a nut.
Detailed Description
The invention is further described below in connection with specific embodiments and the accompanying drawings.
Example 1
The embodiment provides an anti-blocking rainwater and sewage pipeline system, which is mainly used for solving the problem that solid garbage carried by rainwater and sewage enters a rainwater and sewage pipeline to cause the blockage of a residential district and a municipal rainwater and sewage pipeline to waterlogging. In the prior art, a plurality of modes for reducing the blockage of the rainwater and sewage pipeline are also provided, and the rainwater and sewage pipeline has advantages and disadvantages relatively, and has a relatively simple structural form, so that the symptoms are treated without treatment, for example, a simple filtering basket is arranged at a sewer port, the filtering and impurity removing capability is relatively weak, the blockage of the filtering basket is very easy to occur, and frequent dredging is required; some have complicated structure and high cost, are not suitable for being widely used in municipal drainage systems, but are suitable for being independently installed at some larger pollution sources, and are discharged into the existing municipal drainage pipeline systems after sewage treatment. The anti-blocking rainwater and sewage pipeline system of the embodiment can avoid the defects of the scheme, and can achieve better removal of impurities in rainwater and sewage by only partially modifying the original rainwater and sewage pipeline, so that the blocking problem of the rainwater and sewage pipeline is effectively reduced, the construction is simpler, the cost is lower, and almost all municipal drainage systems can be adaptively modified.
As shown in fig. 1, the anti-blocking rainwater and sewage pipe system of the present embodiment is mainly composed of three parts of a sedimentation tank 100, a filtering tank 200 and a filtering device 300. The sedimentation tank 100 is used for preliminarily receiving the rain sewage flowing into the ground and carrying out preliminary sedimentation purification; the filter tank 200 serves as an installation space of the filter device 300, and can selectively further precipitate and purify the rainwater and sewage flowing from the precipitation tank 100; the filtering device 300 is used for final filtering and purifying of the rain sewage, and the water filtered and purified by the filtering device 300 can be directly discharged or discharged into a municipal pipe network. The structure of the parts of the system and the connection relationship between them, and the working principle of the system are described in more detail below.
The sedimentation tank 100 and the filter tank 200 are reservoirs with a certain depth and volume dug out below the ground, the upper ports of the reservoirs are all communicated with the ground, and the upper ports of the sedimentation tank 100 communicated with the ground are provided with the water grate 110 so that rain sewage can flow into the sedimentation tank 100 and enter the system, the upper ports of the filter tank 200 communicated with the ground are closed by the well cover 210, the well cover 210 is opened when maintenance is needed, and the depth of the sedimentation tank 100 is generally shallower than the depth of the filter tank 200 from the aspect of functional requirements of the system. The sedimentation tank 100 and the filter tank 200 are connected through the transition water pipe 400, so that the rainwater and sewage in the sedimentation tank 100 can flow into the filter tank 200, two ends of the transition water pipe 400 are respectively communicated with a water outlet on the side surface of the sedimentation tank 100 and a water inlet on the side surface of the filter tank 200, and the two ends can be detachably connected by adopting engineering plastic nuts. When the sewage treatment device needs to be described, the combined structure of the sedimentation tank 100 and the filter tank 200 is adopted, the rainwater and sewage with high ground flow rate flows into the sedimentation tank 100 to have high impact, the sewage can be buffered in the sedimentation tank 100, the flow rate is reduced, preliminary sedimentation and purification are carried out, large solid garbage is removed, the flow rate of the rainwater and sewage entering the filter tank 200 is relatively stable, the impurities are relatively less, further purification treatment can be carried out in the filter tank 200 relatively comprehensively, the impurity content of discharged water is reduced to the greatest extent, and the combined form is very simple and easy to implement.
Meanwhile, to ensure smooth flow, the transition water pipe 400 is inclined to be inclined downward from the side of the settling tank 100 to the side of the filtering tank 200, that is, to be connected to the settling tank 100 at a higher end than the filtering tank 200. Considering the water flow rate into the filter tank 200, avoiding large shocks, it is preferable to select the inclination angle of the transition water pipe 400 to the horizontal plane to be 5 ° -10 °, in this embodiment 7 °.
The filter device 300 is detachably installed in the filter tank 200, and as shown in fig. 2, a support member 340, such as a support block, may be installed on the inner wall of the filter tank 200 to support the bottom of the filter device 300. The filtering device 300 is mainly used for filtering solid particles in the rain water, and corresponding filtering structures in the prior art can be directly used herein. In this embodiment, the structure of the filtering device 300 is further optimized and improved, and a two-stage filtering structure is adopted, which comprises a primary filtering layer 320 and a secondary filtering layer 310 which are communicated with each other, and a water outlet bin 330; wherein, the filtering gap of the first-stage filtering layer 320 is larger than that of the second-stage filtering layer 310, the first-stage filtering layer 320 is used for filtering solid particles with relatively larger particle size in the rain sewage, the second-stage filtering layer 310 is used for filtering solid particles with relatively smaller particle size in the rain sewage, and the water entering the filtering tank 200 sequentially passes through the first-stage filtering layer 320 and the second-stage filtering layer 310, enters the water outlet bin 330 and is discharged out of the filtering tank 200. It should be noted that, the first-stage filter layer 320 and the second-stage filter layer 310 are distributed in the filter cartridge body, the filter cylinder body is supported and installed on the supporting component 340, in this embodiment, the second-stage filter material 350 of the second-stage filter layer 310 and the first-stage filter material 360 of the first-stage filter layer 320 are layered up and down and installed in the filter cartridge body, and the middle is isolated by the isolation net; the isolation part area in the filter cartridge body is used as the water outlet bin 330, so that the water outlet can be effectively prevented from being blocked, and the stability of water outlet is ensured. The side wall of the filtering tank 200 is provided with a water outlet at the position communicated with the water outlet bin 330, the water filtered and purified by the filtering device 300 enters the water outlet bin 330 and is discharged from the water outlet, and the water outlet is connected with the water outlet pipe 500 through the nut 600, so that the purified water is discharged into a municipal pipe network.
Here, the first filter material 360 of the first filter layer 320 may be one or a combination of a sponge, an activated carbon filter cotton, and granular activated carbon, and in this embodiment, the pore density is 20g/cm 3 -30g/cm 3 As primary filter material 360; the secondary filter material 350 of the secondary filter layer 310 can adopt one or two of machine-made sand and quartz sand, the particle size of the primary filter material 360 is 40-50mm, and the embodiment adopts quartz sand with the particle size of 45mm as the secondary filter material 350, so that the filter requirement can be met. On this basis, the gap between the first filter layer 320 and the second filter layer 310 is preferably 1cm-2cm, so that no leakage of the filter material occurs.
In addition, the inner wall of the filter tank 200 is provided with a ladder 220 from the upper port of the filter tank 200 to the filter cylinder, so that when maintenance work such as filter material replacement is convenient, a worker can conveniently go down to the cover plate 311 at the top of the filter device 300 to operate.
According to the anti-blocking rainwater and sewage pipeline system, through the combined action of the sedimentation tank 100, the filtering tank 200 and the filtering device 300, solid impurities in rainwater and sewage are settled, filtered and purified, so that solid garbage in the rainwater and sewage can be effectively reduced, the problems of urban waterlogging caused by rainwater and sewage pipeline blockage, a series of environmental damage, influence on human health and the like are solved, and the system adopts the principle of graded treatment of the rainwater and sewage, can control the quantity of the solid garbage entering the rainwater and sewage pipeline from the source, further reduces the possibility of pipeline blockage, and has the characteristics of environmental protection, recycling, reduction of dredging workload, easiness in maintenance and the like; it is important to solve the drainage capacity of the rain and sewage pipelines in residential communities and cities.
Example 2
The present embodiment provides an anti-blocking rainwater and sewage pipeline system, and optimizes and improves the structure of the filtering device 300 on the basis of embodiment 1, so as to fully play the combined role of the filtering tank 200 and the filtering device 300.
As shown in fig. 2 and 3, the present embodiment also includes two filter layers, but the second filter layer 310 is disposed above and the first filter layer 320 is disposed below, and the filter cartridge is formed by combining a plurality of fan-shaped cartridge segments around the inner wall of the filter 200, and a central observation hole 312 is formed in the middle of the filter 300, and the cartridge segments are mutually communicated, so that the internal water can flow, and the bottom of the filter cartridge is provided with a through hole. More importantly, a gap 313 is formed on one side close to the transition water pipe 400, the position of the communication point between the transition water pipe 400 and the filter tank 200 is higher than that of the filter device 300, and rainwater and sewage entering the filter tank 200 from the transition water pipe 400 can directly fall into the bottom of the filter tank 200 through the gap 313.
The anti-blocking rainwater and sewage pipeline system is simple and rapid in rainwater and sewage purification, more convenient to maintain, and the specific using method is as follows:
1. precipitation
The rainwater and sewage on the ground flows to the water grate 110, flows into the sedimentation tank 100 and is subjected to standing sedimentation at the bottom of the sedimentation tank, part of larger solid garbage in the water sinks to the bottom of the tank under the action of dead weight, the water flow is buffered, the rainwater and sewage is subjected to primary sedimentation purification, the water after primary sedimentation purification flows into the filter tank 200 through the transition water pipe 400, and secondary sedimentation purification is obtained at the bottom of the filter tank 200.
2. Filtration
When the water level in the filter tank 200 reaches the position of the filter device 300, the filter device 300 filters and purifies the rainwater and sewage after secondary precipitation and purification, the primary filter material 360 of the primary filter layer 320 filters large-particle solid garbage, the secondary filter material 350 of the secondary filter layer 310 further filters smaller-particle solid garbage, the rainwater and sewage after two layers of filtration is basically free of solid garbage, and the filtered and purified water is discharged out of the filter tank 200 through the water outlet bin 330.
3. Cleaning up
And (3) selecting sunny days, and periodically cleaning solid garbage at the bottoms of the sedimentation tank 100 and the filter tank 200 by adopting a self-priming garbage truck with a pipeline.
4. Maintenance of
The well cover 210 is opened, the filter material is observed to be clean through the ladder stand 220 to the filter device 300, and a new filter material or a cleaned filter material is timely replaced to ensure the filtering effect.
The examples of the present invention are merely for describing the preferred embodiments of the present invention, and are not intended to limit the spirit and scope of the present invention, and those skilled in the art should make various changes and modifications to the technical solution of the present invention without departing from the spirit of the present invention.
Claims (7)
1. An anti-blocking rain sewage pipe system, characterized in that: comprises a sedimentation tank (100) and a filter tank (200) which are communicated with the ground; the sedimentation tank (100) and the filter tank (200) are connected through a transition water pipe (400); a filter device (300) is arranged in the filter tank (200), and water entering the filter tank (200) is filtered and purified by the filter device (300) and then is discharged;
the filtering device (300) comprises a first-stage filtering layer (320) and a second-stage filtering layer (310) which are communicated, wherein the filtering gap of the first-stage filtering layer (320) is larger than that of the second-stage filtering layer (310), and water entering the filtering tank (200) sequentially passes through the first-stage filtering layer (320) and the second-stage filtering layer (310) and then is discharged out of the filtering tank (200);
the filtering device (300) further comprises a filtering cylinder body and a water outlet bin (330) communicated with the secondary filtering layer (310); the first-level filter material (360) and the second-level filter material (350) are arranged in the filter cartridge body and are isolated by an isolation net; the secondary filter layer (310) is positioned above the primary filter layer (320), and water filtered by the secondary filter layer (310) is discharged out of the filter tank (200) through the water outlet bin (330); the filtering cylinder body adopts a combined structure, is formed by combining a plurality of fan-shaped cylinder body sections by bypassing the inner wall of the filtering tank (200), a central observation hole (312) is formed in the middle of the filtering device (300), the cylinder body sections are mutually communicated, and a through hole is formed in the bottom of the filtering cylinder body; one side close to the transition water pipe (400) is provided with a notch (313), and the position of the communication point of the transition water pipe (400) and the filter tank (200) is higher than the position of the filter device (300).
2. A block-resistant raindrain piping system according to claim 1, wherein: the transition water pipe (400) is obliquely arranged, and one end connected with the sedimentation tank (100) is higher than one end connected with the filter tank (200).
3. A block-resistant raindrain piping system according to claim 2, wherein: the inclination angle of the transition water pipe (400) and the horizontal plane is 5-10 degrees.
4. A block-resistant raindrain piping system according to claim 1, wherein: the first-stage filter material (360) of the first-stage filter layer (320) adopts one or a combination of a plurality of sponges, activated carbon filter cotton and granular activated carbon.
5. A block-resistant raindrain piping system according to claim 1, wherein: the secondary filter material (350) of the secondary filter layer (310) adopts one or the combination of two of machine-made sand and quartz sand, and the particle size of the primary filter material (360) is 40-50mm.
6. A block-resistant raindrain piping system according to claim 1, wherein: the upper port of the filter tank (200) is communicated with the ground and is closed by a well cover (210), and a ladder stand (220) from the upper port of the filter tank (200) to the filter cylinder body is arranged on the inner wall of the filter tank (200).
7. A method of using the anti-clogging rain sewage conduit system of any one of claims 1 to 6, comprising the steps of:
1. precipitation
The rainwater and sewage on the ground flows to the water grate (110), flows into the sedimentation tank (100) and is subjected to standing sedimentation at the bottom of the sedimentation tank, part of solids in the water are settled at the bottom of the sedimentation tank, the rainwater and sewage are subjected to primary sedimentation and purification, the water after the primary sedimentation and purification flows into the filter tank (200) through the transition water pipe (400), and secondary sedimentation and purification are obtained in the filter tank (200);
2. filtration
When the water level in the filtering pond (200) reaches the position of the filtering device (300), the filtering device (300) filters and purifies the rainwater and sewage after secondary precipitation and purification, and the filtered and purified water is discharged out of the filtering pond (200).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910006948.0A CN109518793B (en) | 2019-01-04 | 2019-01-04 | Anti-blocking rainwater and sewage pipeline system and application method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910006948.0A CN109518793B (en) | 2019-01-04 | 2019-01-04 | Anti-blocking rainwater and sewage pipeline system and application method thereof |
Publications (2)
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| CN110761387A (en) * | 2019-10-30 | 2020-02-07 | 南京医科大学附属口腔医院 | Anti-blocking and deodorizing gypsum drainage device |
| CN112943359B (en) * | 2021-03-16 | 2023-03-28 | 北京捷达通隧道工程技术有限公司 | Tunnel construction equipment |
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