CN205313216U - Artifical rapid infiltration layer sewage treatment system - Google Patents
Artifical rapid infiltration layer sewage treatment system Download PDFInfo
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- CN205313216U CN205313216U CN201520998406.3U CN201520998406U CN205313216U CN 205313216 U CN205313216 U CN 205313216U CN 201520998406 U CN201520998406 U CN 201520998406U CN 205313216 U CN205313216 U CN 205313216U
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- sand filter
- pond
- infiltration
- outlet
- manpower rapid
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Abstract
The utility model discloses an artifical rapid infiltration layer sewage treatment system, its characterized in that: including grid pond (1), equalizing basin (2), sand filter (3), sand filter distribution reservoir (4), artifical rapid infiltration layer pond (5) and retrieval and utilization pond (6), domestic sewage gets into grid pond (1), the delivery port of grid pond (1) links to each other with the water inlet of equalizing basin (2), the delivery port of equalizing basin (2) links to each other with the water inlet of sand filter (3), liquid in sand filter (3) is from lower part liquid outlet discharge sand filter distribution reservoir (4), delivery port and a plurality of artifical rapid infiltration layer pond (5) of sand filter distribution reservoir (4) meet, play log raft to the retrieval and utilization pond (6) of artifical rapid infiltration layer pond (5). The utility model discloses simple structure, it is easy to arrange, and area is little, and the construction cost is low, and the running cost is low, and the treatment effect is good.
Description
Technical field
This utility model relates to a kind of sewage disposal system, particularly relates to a kind of manpower rapid-infiltration domestic sewage processing system.
Background technology
Enhancing along with people's environmental consciousness, sewage disposal has become as the Important Problems that national governments pay close attention to, China's sewage source mainly has three, and the sewage produced in residents from villages and towns district dispersant type domestic wastewater, the centralized sanitary sewage in urban life district and industrial processes. Utilizing that sewage carries out in sandy soil purification is traditional wastewater processing method, existing this sewage water treatment method there are disadvantages that, the removal ability of TN and TP is relatively low, in addition it is also necessary to places the biochemical treatment tanks such as some denitrification ponds.
Utility model content
In order to solve above-mentioned technical problem, this utility model provides another kind of manpower rapid-infiltration domestic sewage processing system, is suitable for small towns sanitary sewage disposal.
To achieve these goals, the technical solution of the utility model is as follows: a kind of manpower rapid-infiltration domestic sewage processing system, it is characterised in that: include grid pond, regulating reservoir, sand filter, sand filter distribution reservoir, manpower rapid-infiltration pond and reuse pool; Sanitary sewage enters described grid pond, the described outlet in grid pond is connected with the water inlet of regulating reservoir, the outlet of described regulating reservoir is connected with the water inlet of sand filter, liquid in described sand filter is discharged to sand filter distribution reservoir from bottom liquid outlet, the outlet of described sand filter distribution reservoir connects with multiple manpower rapid-infiltration ponds, and the water outlet in described manpower rapid-infiltration pond drains into reuse pool.
In such scheme, grid pond is mainly used in the preliminary removal after sewage network accesses sewage treatment plant to foreign material thick in water. The regulating reservoir practical situation according to the sewage water yield, it is ensured that the normal table of sewage treatment plant's production facility runs, plays the effect of precipitation and homogeneous even amount. Sand filter major function is to remove micro-impurities further, it is ensured that ooze the properly functioning of pond soon, and the major function of sand filter distribution reservoir is to realize the uniform water distribution in manpower rapid-infiltration pond. Reuse pool is mainly used in backwash water, also serves as sterilization pool simultaneously and uses.
Sewage disposal system of the present utility model, influent quality is as follows:
Project | COD(mg/L) | BOD5(mg/L) | SS(mg/L) | TN(mg/L) | NH3-N(mg/L) | TP(mg/L) |
Water quality | 350 | 150 | 230 | 35 | 25 | 4.0 |
Effluent quality is:
Project | COD(mg/L) | BOD5(mg/L) | SS(mg/L) | TN(mg/L) | NH3-N(mg/L) | TP(mg/L) |
Water quality | ≤60 | ≤20 | ≤20 | ≤20 | ≤8 | ≤1 |
The contrast of above-mentioned two table, it can be seen that this system structure is simple, is arranged easily, high treating effect.
In such scheme: described reuse pool is connected with the backwash inlet channel of sand filter by pipeline, and the backwash outlet pipe of described sand filter is connected to backwash sedimentation tank. The mud of described backwash sedimentation tank and the mud of regulating reservoir enter sludge drying pond. Mud enters the nature mummification of sludge drying pond, and the mud outward transport after mummification is disposed.
Beneficial effect: this utility model simple in construction, arranges that easily floor space is little, and construction cost is low, and operating cost is low, high treating effect.
Accompanying drawing explanation
Fig. 1 is flow chart of the present utility model.
Fig. 2 is the partial enlarged drawing at A place in Fig. 1.
Fig. 3 is the sectional view of manpower rapid-infiltration pond CRI-1 type packing layer, CRI-2 type packing layer and manpower rapid-infiltration gravel padding layer.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail:
This utility model all around waits the relative position in the noun of locality only representative graph, does not indicate that the absolute position of product.
Embodiment 1, as Figure 1-3: manpower rapid-infiltration domestic sewage processing system of the present utility model is made up of parts such as grid pond 1, regulating reservoir 2, sand filter 3, sand filter distribution reservoir 4, manpower rapid-infiltration pond 5, reuse pool 6, backwash sedimentation tank 7, sludge drying pond 8, awnings 9.
Field town sanitary sewage enters grid pond 1 through pipe network, the outlet in grid pond 1 is connected with the water inlet of regulating reservoir 2, the outlet of regulating reservoir 2 is connected with the water inlet of sand filter 3, liquid in sand filter 3 is discharged to sand filter distribution reservoir 4 from bottom liquid outlet, the outlet of sand filter distribution reservoir 4 connects with multiple manpower rapid-infiltration ponds 5, selects four here. The water outlet in manpower rapid-infiltration pond 5 drains into reuse pool 6. Reuse pool 6 is connected with the backwash inlet channel 3a of sand filter 3 by pipeline, and the backwash outlet pipe 3b of sand filter 3 is connected to backwash sedimentation tank 7. The mud of backwash sedimentation tank 7 and the mud of regulating reservoir 2 enter sludge drying pond 8, and sludge drying pond 8 is arranged over awning 9.
Wherein the middle part of sand filter 3 is provided with quartz sand filler layer 3c, and quartz sand filler layer 3c is arranged below gravel blanket 3d, and the water inlet of sand filter is positioned at the top of quartz sand filler 3c, and its outlet is positioned at the lower section of gravel blanket 3d;
CRI-1 type packing layer 5a, CRI-2 type packing layer 5b and manpower rapid-infiltration gravel padding layer 5c it is sequentially filled from top to bottom in manpower rapid-infiltration pond 5, the water inlet in manpower rapid-infiltration pond 5 is positioned at above CRI-1 type packing layer 5a, and its outlet is positioned at below manpower rapid-infiltration gravel padding layer 5c.
This utility model is not limited to above-mentioned specific embodiment, it will be appreciated that those of ordinary skill in the art just can make many modifications and variations according to design of the present utility model without creative work. In a word, all technical staff in the art pass through the available technical scheme of logical analysis, reasoning, or a limited experiment on the basis of existing technology according to design of the present utility model, all should in the protection domain being defined in the patent claims.
Claims (3)
1. a manpower rapid-infiltration domestic sewage processing system, it is characterised in that: include grid pond (1), regulating reservoir (2), sand filter (3), sand filter distribution reservoir (4), manpower rapid-infiltration pond (5) and reuse pool (6); Sanitary sewage enters described grid pond (1), the outlet of described grid pond (1) is connected with the water inlet of regulating reservoir (2), the outlet of described regulating reservoir (2) is connected with the water inlet of sand filter (3), liquid in described sand filter (3) is discharged to sand filter distribution reservoir (4) from bottom liquid outlet, the outlet of described sand filter distribution reservoir (4) connects with multiple manpower rapid-infiltration ponds (5), and the water outlet of described manpower rapid-infiltration pond (5) drains into reuse pool (6).
2. manpower rapid-infiltration domestic sewage processing system according to claim 1, it is characterized in that: described reuse pool (6) is connected with the backwash inlet channel (3a) of sand filter (3) by pipeline, and the backwash outlet pipe of described sand filter (3) is connected to backwash sedimentation tank (7).
3. manpower rapid-infiltration domestic sewage processing system according to claim 2, it is characterised in that: the mud of described backwash sedimentation tank (7) and the mud of regulating reservoir (2) enter sludge drying pond (8).
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201520998406.3U CN205313216U (en) | 2015-12-03 | 2015-12-03 | Artifical rapid infiltration layer sewage treatment system |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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CN201520998406.3U CN205313216U (en) | 2015-12-03 | 2015-12-03 | Artifical rapid infiltration layer sewage treatment system |
Publications (1)
Publication Number | Publication Date |
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CN205313216U true CN205313216U (en) | 2016-06-15 |
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Family Applications (1)
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CN201520998406.3U Expired - Fee Related CN205313216U (en) | 2015-12-03 | 2015-12-03 | Artifical rapid infiltration layer sewage treatment system |
Country Status (1)
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CN (1) | CN205313216U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022271538A1 (en) * | 2021-06-22 | 2022-12-29 | Geomatrix, LLC | Layered capillary wetting |
-
2015
- 2015-12-03 CN CN201520998406.3U patent/CN205313216U/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2022271538A1 (en) * | 2021-06-22 | 2022-12-29 | Geomatrix, LLC | Layered capillary wetting |
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Legal Events
Date | Code | Title | Description |
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C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160615 Termination date: 20161203 |
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CF01 | Termination of patent right due to non-payment of annual fee |