CN105293740A - Intelligent sewage treatment system suitable for market town - Google Patents

Intelligent sewage treatment system suitable for market town Download PDF

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Publication number
CN105293740A
CN105293740A CN201510880496.0A CN201510880496A CN105293740A CN 105293740 A CN105293740 A CN 105293740A CN 201510880496 A CN201510880496 A CN 201510880496A CN 105293740 A CN105293740 A CN 105293740A
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CN
China
Prior art keywords
tank
water
grille
sand filter
lift pump
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Pending
Application number
CN201510880496.0A
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Chinese (zh)
Inventor
甘华
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CHONGQING GANTAI ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd
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CHONGQING GANTAI ENVIRONMENTAL PROTECTION EQUIPMENT Co Ltd
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Priority to CN201510880496.0A priority Critical patent/CN105293740A/en
Publication of CN105293740A publication Critical patent/CN105293740A/en
Pending legal-status Critical Current

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Abstract

The invention discloses an intelligent sewage treatment system suitable for a market town. The intelligent sewage treatment system comprises a grille tank, a regulating tank, a sand filtering tank, a sand filtering tank water distributing tank, a constructed rapid infiltration tank and a reclaimed water tank, wherein the grille tank consists of a buffer tank and a grille tank body which are arranged side by side from front to back, the grille tank body is positioned at a back side, a water inlet pipe is arranged at the lower part of the buffer tank, an overflow pipe is arranged at the upper part of the buffer tank, a manual gate valve is arranged at the lower part of a partition wall between the buffer tank and the grille tank body, a longitudinal grille is arranged at the lower part of the grille tank body, and a maintenance steel ladder is arranged in the grille tank body laterally above the grille; and the grille tank body is communicated with the regulating tank, the regulating tank comprises a preliminary sedimentation tank and a uniform water tank which are arranged side by side from left to right, the preliminary sedimentation tank is positioned at the right side of the grille tank, a sludge pump is arranged at the bottom of the preliminary sedimentation tank, a water flow passage is arranged at the front side of a partition wall between the preliminary sedimentation tank and the uniform water tank, and a water pump is arranged at the bottom of the uniform water tank. The opening and closing of the water pump are controlled by virtue of a water level gauge, so that the intelligent sewage treatment system is convenient to use.

Description

Be applicable to the Intellectualized sewage water treatment system in field town
Technical field
The present invention relates to a kind of Sewage treatment systems, particularly relate to the Intellectualized sewage water treatment system in a kind of applicable field town.
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 the another kind of Intellectualized sewage water treatment system being applicable to field town, being applicable to small towns sanitary sewage disposal.
To achieve these goals, technical scheme of the present invention is as follows: the Intellectualized sewage water treatment system in a kind of applicable field town, 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, water level gauge is set in described even pond, the rising pipe of described lift pump arranges valve;
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, and the Valve controlling end of described controller connects valve, water level signal is passed to controller by described water level gauge, when water level exceedes appointment water level, controller by-pass valve control is opened, and controls lift pump work simultaneously; When water level is lower than appointment water level, described controller by-pass valve control 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.
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.
Last: by the closedown of water level gauge auto-controlled water-pumping pump, to realize intellectualized operation, when night, sanitary sewage was few, lift pump will stop automatically, need not need artificial closedown again, time saving and energy saving.
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, 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 figures 1-8: the Intellectualized sewage water treatment system in applicable field of the present invention town 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 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, sludge pump 2c is near water stream channel 2d (near front side), and lift pump 2e is positioned at the position (near rear side) away from water stream channel.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.
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, and 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 is opened, and controls lift pump 2e work simultaneously; When water level is lower than appointment water level, controller 12 by-pass valve control 11 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. the Intellectualized sewage water treatment system in applicable field town, 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), 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), 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) is opened, and controls lift pump (2e) work simultaneously; When water level is lower than appointment water level, described controller (12) by-pass valve control (11) and lift pump (2e) are closed.
2. be applicable to the Intellectualized sewage water treatment system in field town 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. be applicable to the Intellectualized sewage water treatment system in field town according to claim 2, it 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. be applicable to the Intellectualized sewage water treatment system in field town 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.
CN201510880496.0A 2015-12-03 2015-12-03 Intelligent sewage treatment system suitable for market town Pending CN105293740A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201510880496.0A CN105293740A (en) 2015-12-03 2015-12-03 Intelligent sewage treatment system suitable for market town

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Application Number Priority Date Filing Date Title
CN201510880496.0A CN105293740A (en) 2015-12-03 2015-12-03 Intelligent sewage treatment system suitable for market town

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CN105293740A true CN105293740A (en) 2016-02-03

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Citations (6)

* Cited by examiner, † Cited by third party
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

Patent Citations (6)

* Cited by examiner, † Cited by third party
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

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* Cited by examiner, † Cited by third party
Title
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Application publication date: 20160203

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