CN105314800A - Intelligent constructed rapid infiltration sewage treatment system - Google Patents
Intelligent constructed rapid infiltration sewage treatment system Download PDFInfo
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- CN105314800A CN105314800A CN201510883466.5A CN201510883466A CN105314800A CN 105314800 A CN105314800 A CN 105314800A CN 201510883466 A CN201510883466 A CN 201510883466A CN 105314800 A CN105314800 A CN 105314800A
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Abstract
The invention discloses an intelligent constructed rapid infiltration sewage treatment system. A grid tank consists of a buffer tank and a grid tank body which are arranged in sequence in parallel; the grid tank body is positioned on the rear side; a water inlet tube is arranged at the lower part of the buffer tank; an overflowing tube is arranged at the upper part of the buffer tank; a manual gate valve is arranged at the lower part of the portioning wall of the buffer tank and the grafting tank body; longitudinal grids are arranged at the lower part of the grid tank body; an overhaul steel ladder is arranged above the later side inside the grid tank body; the grid tank body is communicated with an adjusting tank; the adjusting tank comprises a primary precipitation tank and a water homogenizing tank which are arranged in parallel left and right; the primary precipitation tank is positioned on the right side of the grid tank; a sludge pump is arranged at the bottom of the primary precipitation tank; a water channel is formed in the front side of the partitioning wall between the primary precipitation tank and the water homogenizing tank; a water pump is arranged at the bottom of the water homogenizing tank. As an aeration device is arranged at the bottom of the water homogenizing tank, and opening and closure of the water pump and the air blower and the aeration control valve of the aeration device are controlled by using a water level gauge, the intelligent constructed rapid infiltration sewage treatment system is convenient to use.
Description
Technical field
The present invention relates to a kind of Sewage treatment systems, particularly relate to a kind of intelligent manpower rapid-infiltration sewage treatment system.
Background technology
Along with the enhancing of people's environmental consciousness, sewage disposal has become the Important Problems that national governments pay close attention to, China's sewage source mainly contains 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.Utilize that to carry out purification to sewage in sandy soil be traditional wastewater treatment process, there are some shortcomings in existing this sewage water treatment method, the removal ability of TN and TP is lower, also needs to place the biochemical treatment tanks such as some denitrification ponds.
Summary of the invention
In order to solve the problems of the technologies described above, the invention provides another kind of intelligent manpower rapid-infiltration sewage treatment system, be applicable to small towns sanitary sewage disposal.
To achieve these goals, technical scheme of the present invention is as follows: a kind of intelligent manpower rapid-infiltration sewage treatment system, is characterized in that: comprise grating tank, equalizing tank, sand filter, sand filter distribution reservoir, manpower rapid-infiltration pond and reuse pool;
The Buffer Pool that described grating tank is arranged side by side by front and back and grating tank body form, wherein grating tank body is positioned at rear side, the bottom of described Buffer Pool arranges water inlet pipe, the top of described Buffer Pool is provided with upflow tube, the bottom of the partition wall of described Buffer Pool and grating tank body arranges hand sluice valve, the bottom of described grating tank body arranges longitudinal grid, is provided with maintenance steel ladder in the grating tank body above the side of described grid;
Described grating tank body is communicated with equalizing tank, the preliminary sedimentation tank be arranged side by side about described equalizing tank comprises and even pond, described preliminary sedimentation tank is positioned at the right side of grating tank, the bottom of described preliminary sedimentation tank is provided with sludge pump, the front side of the partition wall between described preliminary sedimentation tank and even pond is provided with water stream channel, the bottom in described even pond is provided with lift pump, described sludge pump is near water stream channel, described lift pump is positioned at the position away from water stream channel, in described even pond, water level gauge is set, the rising pipe of described lift pump arranges valve
Bottom in described even pond arranges aeration tube, and described aeration tube is connected with gas blower by aeration control valve;
Described grating tank and equalizing tank are equipped with railing;
The rising pipe of described lift pump is connected with the water-in of sand filter, liquid in described sand filter is discharged to sand filter distribution reservoir from bottom liquid outlet, the water outlet of described sand filter distribution reservoir connects with multiple manpower rapid-infiltration pond, and the water outlet in described manpower rapid-infiltration pond drains into reuse pool;
Also comprise controller, the lift pump control end of described controller connects lift pump, the Valve controlling end of described controller connects valve, the aeration control valve control end of described controller connects aeration control valve, the air compressor control end of described controller connects gas blower, and water level signal is passed to controller by described water level gauge, when water level exceedes appointment water level, controller by-pass valve control, aeration control valve are opened, and control lift pump and gas blower work simultaneously; When water level is lower than appointment water level, described controller by-pass valve control, aeration control valve, gas blower and lift pump are closed.
In such scheme, grating tank is mainly used in the preliminary removal to foreign material thick in water after sewage network accesses sewage work.Equalizing tank, according to the practical situation of the sewage water yield, ensures that the normal table of sewage work's production facility runs, plays the effect of precipitation and homogeneous even amount.
Concrete: before grating tank, Buffer Pool is set, different local next sewage first here tentatively mixes, then grid is flowed through, after bulk sundries blocking, sewage enters the preliminary sedimentation tank of equalizing tank, preliminary sedimentation tank and even pond are separated, and channel setting is in the side away from grating tank, like this, make the flowing time of sewage in equalizing tank elongated, such one side makes the better effects if of sludge settling, makes the mixing of different sewage better on the other hand, makes the microorganism mixing carried in sewage evenly be conducive to follow-up process.Preliminary sedimentation tank and even pond are separated simultaneously, reduce the amount entering the mud of next step sand filter, reduce the processing pressure of sand filter.
Aerating apparatus is set, the sewage in even pond can fully be mixed, supplement the oxygen part content in equalizing tank, make the useful microorganism in sewage under aerobic conditions, fully can decompose part pollutent.
By the closedown of water level gauge auto-controlled water-pumping pump and gas blower, realize intellectualized operation, when night, sanitary sewage was few, lift pump and gas blower will stop automatically, need not need artificial closedown again, time saving and energy saving, reduce working cost.
Sand filter major function removes micro-impurities further, and ensure the normal operation of oozing pond soon, the major function of sand filter distribution reservoir is the uniform water distribution realizing manpower rapid-infiltration pond.Reuse pool is mainly used in backwash water, and the double sterilization pool that does is used simultaneously.
Sewage treatment systems of the present invention, 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 tables can be found out, this system architecture is simple, arranges that easily treatment effect is good.
In such scheme: described reuse pool is connected with the back flushing inlet channel of sand filter by pipeline, the back flushing rising pipe of described sand filter is connected to backwash settling tank.The described mud of backwash settling tank and the mud of equalizing tank enter sludge drying pond.Mud enters the nature mummification of sludge drying pond, and the mud outward transport after mummification is disposed.
In such scheme: the limit of the base plate in described preliminary sedimentation tank and even pond is equipped with a pit, described sludge pump and lift pump are arranged in pit.Be convenient to the extraction of mud and water.
Beneficial effect: structure of the present invention is simple, arranges that easily floor space is little, and construction cost is low, and running cost is low, and treatment effect is good, by the opening and closing of water level gauge auto-controlled water-pumping pump and gas blower, realizes intellectualized operation.
Accompanying drawing explanation
Fig. 1 is schema of the present invention.
Fig. 2 is the partial enlarged drawing at A place in Fig. 1.
Fig. 3 be equalizing tank and grating tank assembly overlook enlarged view.
Fig. 4 is the vertical structure view of grating tank.
Fig. 5 is the A-A sectional view of Fig. 3.
Fig. 6 is the B-B sectional view of Fig. 3.
Fig. 7 is control flow chart.
Fig. 8 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.
Embodiment
Below in conjunction with drawings and Examples, the invention will be further described:
The present invention waits the relative position of the noun of locality only in representative graph all around, does not represent the absolute location of product.
Embodiment 1, as shown in figs. 1-7: intelligent manpower rapid-infiltration sewage treatment system of the present invention is by grating tank 1, equalizing tank 2, sand filter 3, sand filter distribution reservoir 4, manpower rapid-infiltration pond 5, reuse pool 6, backwash settling tank 7, sludge drying pond 8, awning 9, railing 10, and the parts such as water level gauge 13, valve 11, controller 12, aeration tube 14, aeration control valve 15 and gas blower 16 form.
The Buffer Pool 1a that grating tank 1 is arranged side by side by front and back and grating tank body 1b forms, wherein grating tank body 1b is positioned at rear side, the bottom of Buffer Pool 1a arranges water inlet pipe 1c, the top of Buffer Pool 1a is provided with upflow tube 1d, the bottom of the partition wall of Buffer Pool 1a and grating tank body 1b arranges hand sluice valve 1e, the bottom of grating tank body 1b arranges longitudinal grid 1f, is provided with maintenance steel ladder 1g, facilitates grating slag removing and maintenance in the grating tank body 1b above the side of grid 1f.
Grating tank body 1b is communicated with equalizing tank 2, the preliminary sedimentation tank 2a be arranged side by side about equalizing tank 2 comprises and even pond 2b, preliminary sedimentation tank 2a is positioned at the right side of grating tank, the bottom of preliminary sedimentation tank 2a is provided with sludge pump 2c, the front side of the partition wall between preliminary sedimentation tank 2a and even pond 2b is provided with water stream channel 2d, the bottom of even pond 2b is provided with lift pump 2e, and sludge pump 2c is positioned at the position (near rear side) away from water stream channel near water stream channel 2d (near front side) lift pump 2e.The limit of the base plate of preferred preliminary sedimentation tank 2a and even pond 2b is equipped with a pit, sludge pump 2c and lift pump 2e is arranged in pit.Railing 10 is provided with around grating tank and equalizing tank.
Water level gauge 13 is set in described even pond 2b, the rising pipe of described lift pump 2e arranges valve 11.
Bottom in even pond 2b arranges aeration tube 14, and aeration tube 14 is connected with gas blower 16 by aeration control valve 15.
The rising pipe of lift pump 2e is connected with the water-in of sand filter 3, and the liquid in sand filter 3 is discharged to sand filter distribution reservoir 4 from bottom liquid outlet, and the water outlet of sand filter distribution reservoir 4 connects with multiple manpower rapid-infiltration pond 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 back flushing inlet channel 3a of sand filter 3 by pipeline, and the back flushing rising pipe 3b of sand filter 3 is connected to backwash settling tank 7.The mud of backwash settling tank 7 and the mud of equalizing tank 2 enter sludge drying pond 8, are provided with awning 9 above sludge drying pond 8.
Wherein the middle part of sand filter 3 is provided with quartz sand filler layer 3c, and the below of quartz sand filler layer 3c arranges gravel blanket 3d, and the water-in of sand filter is positioned at the top of quartz sand filler 3c, and its water outlet is positioned at the below of gravel blanket 3d;
CRI-1 type packing layer 5a, CRI-2 type packing layer 5b and manpower rapid-infiltration gravel padding layer 5c is filled from top to bottom successively in manpower rapid-infiltration pond 5, the water-in in manpower rapid-infiltration pond 5 is positioned at above CRI-1 type packing layer 5a, and its water outlet is positioned at below manpower rapid-infiltration gravel padding layer 5c.
The lift pump control end of controller 12 connects lift pump 2e, the Valve controlling end of controller 12 connects valve 11, the aeration control valve control end of controller 12 connects aeration control valve 15, the air compressor control end of controller 12 connects gas blower 16, water level signal is passed to controller 12 by water level gauge 13, when water level exceedes appointment water level, controller 12 by-pass valve control 11, aeration control valve 15 are opened, and control lift pump 2e and gas blower 16 work simultaneously; When water level is lower than appointment water level, controller 12 by-pass valve control 11, aeration control valve 15, gas blower 16 and lift pump 2e close.
The present invention is not limited to above-mentioned specific embodiment, should be appreciated that those of ordinary skill in the art just design according to the present invention can make many modifications and variations without the need to creative work.In a word, all technician in the art, all should by the determined protection domain of claims under this invention's idea on the basis of existing technology by the available technical scheme of logical analysis, reasoning, or a limited experiment.
Claims (4)
1. an intelligent manpower rapid-infiltration sewage treatment system, is characterized in that: comprise grating tank (1), equalizing tank (2), sand filter (3), sand filter distribution reservoir (4), manpower rapid-infiltration pond (5) and reuse pool (6);
The Buffer Pool (1a) that described grating tank (1) is arranged side by side by front and back and grating tank body (1b) form, wherein grating tank body (1b) is positioned at rear side, the bottom of described Buffer Pool (1a) arranges water inlet pipe (1c), the top of described Buffer Pool (1a) is provided with upflow tube (1d), the bottom of the partition wall of described Buffer Pool (1a) and grating tank body (1b) arranges hand sluice valve (1e), the bottom of described grating tank body (1b) arranges longitudinal grid (1f), maintenance steel ladder (1g) is provided with in grating tank body (1b) above the side of described grid (1f),
Described grating tank body (1b) is communicated with equalizing tank (2), the preliminary sedimentation tank (2a) be arranged side by side about described equalizing tank (2) comprises and even pond (2b), described preliminary sedimentation tank (2a) is positioned at the right side of grating tank, the bottom of described preliminary sedimentation tank (2a) is provided with sludge pump (2c), the front side of the partition wall between described preliminary sedimentation tank (2a) and even pond (2b) is provided with water stream channel (2d), the bottom of described even pond (2b) is provided with lift pump (2e), described sludge pump (2c) is near water stream channel (2d), described lift pump (2e) is positioned at the position away from water stream channel, in described even pond (2b), water level gauge (13) is set, the rising pipe of described lift pump (2e) is arranged valve (11),
Bottom in described even pond (2b) arranges aeration tube (14), and described aeration tube (14) is connected with gas blower (16) by aeration control valve (15);
Described grating tank (1) and equalizing tank (2) are equipped with railing (10);
The rising pipe of described lift pump (2e) is connected with the water-in of sand filter (3), liquid in described sand filter (3) is discharged to sand filter distribution reservoir (4) from bottom liquid outlet, the water outlet of described sand filter distribution reservoir (4) connects with multiple manpower rapid-infiltration pond (5), and the water outlet of described manpower rapid-infiltration pond (5) drains into reuse pool (6);
Also comprise controller (12), the lift pump control end of described controller (12) connects lift pump (2e), the Valve controlling end of described controller (12) connects valve (11), the aeration control valve control end of described controller (12) connects aeration control valve (15), the air compressor control end of described controller (12) connects gas blower (16), water level signal is passed to controller (12) by described water level gauge (13), when water level exceedes appointment water level, controller (12) by-pass valve control (11), aeration control valve (15) is opened, control lift pump (2e) and gas blower (16) work simultaneously, when water level is lower than appointment water level, described controller (12) by-pass valve control (11), aeration control valve (15), gas blower (16) and lift pump (2e) are closed.
2. intelligent manpower rapid-infiltration sewage treatment system according to claim 1, it is characterized in that: described reuse pool (6) is connected with the back flushing inlet channel (3a) of sand filter (3) by pipeline, the back flushing rising pipe of described sand filter (3) is connected to backwash settling tank (7).
3. intelligent manpower rapid-infiltration sewage treatment system according to claim 2, is characterized in that: the mud of described backwash settling tank (7) and the mud of equalizing tank (2) enter sludge drying pond (8).
4. intelligent manpower rapid-infiltration sewage treatment system according to claim 1, it is characterized in that: the limit of the base plate of described preliminary sedimentation tank (2a) and even pond (2b) is equipped with a pit, described sludge pump (2c) and lift pump (2e) are arranged in pit.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
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| CN201510883466.5A CN105314800A (en) | 2015-12-03 | 2015-12-03 | Intelligent constructed rapid infiltration sewage treatment system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510883466.5A CN105314800A (en) | 2015-12-03 | 2015-12-03 | Intelligent constructed rapid infiltration sewage treatment system |
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| CN105314800A true CN105314800A (en) | 2016-02-10 |
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| CN201510883466.5A Pending CN105314800A (en) | 2015-12-03 | 2015-12-03 | Intelligent constructed rapid infiltration sewage treatment system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019178926A1 (en) * | 2018-03-23 | 2019-09-26 | 南方创业（天津）科技发展有限公司 | Control system and method for sewage treatment device, electronic device, and computer readable storage medium |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050053400A (en) * | 2003-12-02 | 2005-06-08 | 조명호 | Wastewater reclamation and reusing system using sewage treatment material |
| CN101857328A (en) * | 2010-05-24 | 2010-10-13 | 东莞市鸿捷环保科技有限公司 | Spinning printing and dyeing waste water reclamation method, device and application thereof |
| CN203247146U (en) * | 2013-05-27 | 2013-10-23 | 环境保护部南京环境科学研究所 | Ecological earthworm filtering pool with effective denitrification function |
| CN203613071U (en) * | 2013-11-28 | 2014-05-28 | 厦门嵩湖环境技术开发有限公司 | Sewage treatment device |
| CN104402135A (en) * | 2014-12-09 | 2015-03-11 | 重庆甘泰环保设备有限公司 | Biological breeding wastewater pretreatment system with high automation degree |
| CN104591511A (en) * | 2015-02-15 | 2015-05-06 | 富阳鸿祥技术服务有限公司 | Treatment method for industrial oily wastewater |
-
2015
- 2015-12-03 CN CN201510883466.5A patent/CN105314800A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20050053400A (en) * | 2003-12-02 | 2005-06-08 | 조명호 | Wastewater reclamation and reusing system using sewage treatment material |
| CN101857328A (en) * | 2010-05-24 | 2010-10-13 | 东莞市鸿捷环保科技有限公司 | Spinning printing and dyeing waste water reclamation method, device and application thereof |
| CN203247146U (en) * | 2013-05-27 | 2013-10-23 | 环境保护部南京环境科学研究所 | Ecological earthworm filtering pool with effective denitrification function |
| CN203613071U (en) * | 2013-11-28 | 2014-05-28 | 厦门嵩湖环境技术开发有限公司 | Sewage treatment device |
| CN104402135A (en) * | 2014-12-09 | 2015-03-11 | 重庆甘泰环保设备有限公司 | Biological breeding wastewater pretreatment system with high automation degree |
| CN104591511A (en) * | 2015-02-15 | 2015-05-06 | 富阳鸿祥技术服务有限公司 | Treatment method for industrial oily wastewater |
Non-Patent Citations (1)
| Title |
|---|
| 盛国荣: "人工快渗工艺设计的若干问题探讨", 《中国给水排水》 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019178926A1 (en) * | 2018-03-23 | 2019-09-26 | 南方创业（天津）科技发展有限公司 | Control system and method for sewage treatment device, electronic device, and computer readable storage medium |
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Application publication date: 20160210 |
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