KR101764721B1 - Non-point Pollutants Removal Equipments of possible back washing and possible back washing control system - Google Patents
Non-point Pollutants Removal Equipments of possible back washing and possible back washing control system Download PDFInfo
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- KR101764721B1 KR101764721B1 KR1020150000418A KR20150000418A KR101764721B1 KR 101764721 B1 KR101764721 B1 KR 101764721B1 KR 1020150000418 A KR1020150000418 A KR 1020150000418A KR 20150000418 A KR20150000418 A KR 20150000418A KR 101764721 B1 KR101764721 B1 KR 101764721B1
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- Prior art keywords
- rainwater
- inflow
- storage space
- rainfall
- pipe
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- 239000003344 environmental pollutant Substances 0.000 title claims abstract description 52
- 231100000719 pollutant Toxicity 0.000 title claims abstract description 52
- 238000011001 backwashing Methods 0.000 title claims abstract description 37
- 238000001914 filtration Methods 0.000 claims abstract description 96
- 238000003860 storage Methods 0.000 claims abstract description 70
- 238000004140 cleaning Methods 0.000 claims abstract description 35
- 238000000746 purification Methods 0.000 claims abstract description 28
- 238000002347 injection Methods 0.000 claims abstract description 11
- 239000007924 injection Substances 0.000 claims abstract description 11
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Chemical compound O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 33
- 239000000463 material Substances 0.000 claims description 10
- 238000007599 discharging Methods 0.000 claims description 8
- 239000008213 purified water Substances 0.000 claims description 8
- 238000001514 detection method Methods 0.000 claims description 7
- 230000005611 electricity Effects 0.000 claims description 6
- 230000011664 signaling Effects 0.000 claims description 4
- 238000010926 purge Methods 0.000 abstract description 5
- 239000000126 substance Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 210000003165 Abomasum Anatomy 0.000 description 2
- 235000014676 Phragmites communis Nutrition 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003673 groundwater Substances 0.000 description 2
- 238000001556 precipitation Methods 0.000 description 2
- 238000004062 sedimentation Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000010802 sludge Substances 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 238000006467 substitution reaction Methods 0.000 description 2
- 238000005406 washing Methods 0.000 description 2
- 239000002351 wastewater Substances 0.000 description 2
- 239000000470 constituent Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000001276 controlling effect Effects 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 230000002708 enhancing Effects 0.000 description 1
- 238000003912 environmental pollution Methods 0.000 description 1
- 239000003337 fertilizer Substances 0.000 description 1
- 229910001385 heavy metal Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006011 modification reaction Methods 0.000 description 1
- 239000004745 nonwoven fabric Substances 0.000 description 1
- 239000003921 oil Substances 0.000 description 1
- 230000000737 periodic Effects 0.000 description 1
- 239000000575 pesticide Substances 0.000 description 1
- 239000000843 powder Substances 0.000 description 1
- 238000001223 reverse osmosis Methods 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 238000003911 water pollution Methods 0.000 description 1
- 239000010457 zeolite Substances 0.000 description 1
Images
Classifications
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/14—Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/02—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
- B01D24/10—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being held in a closed container
- B01D24/16—Upward filtration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D24/00—Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
- B01D24/46—Regenerating the filtering material in the filter
- B01D24/4605—Regenerating the filtering material in the filter by scrapers, brushes, nozzles or the like placed on the cake-side of the stationary filtering material and only contacting the external layer
-
- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F5/00—Sewerage structures
- E03F5/10—Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2221/00—Applications of separation devices
- B01D2221/12—Separation devices for treating rain or storm water
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
Abstract
The present invention relates to a non-point pollution abatement facility, and more particularly, to a non-point pollution abatement facility in which non-point pollutants are removed, The non-point pollution abatement facility capable of back washing capable of maintaining the efficiency of removal of non-point pollutants in an optimized state by automatically setting the filter unit to be cleaned after a certain period of time elapses from the end of rainfall, Cleaning system.
Therefore, in the non-point pollution abatement facility and the automatic backwash system according to the present invention, an inflow pipe is formed on one side to introduce rainwater during rainfall, and the inflow rainwater is stored in the inflow storage space or formed on the other side And a filtration member having a filtration member connected to the outflow pipe of the inflow tank for introducing the rainwater flowing out from the outflow pipe into the purification storage space and for removing the nonpoint pollutant from one side of the purification storage space, A purifier for purifying the rainwater from the rainwater flowing into the purge storage space and transferring the purified rainwater to the transfer pipe after the non-point pollutant is removed from the purifier storage space, and rainwater conveyed from the transfer pipe by being connected to the transfer pipe of the purifier, And a drain tank for draining the rainwater stored or purified through the drain pipe for a predetermined period of time, A backwash pump having a predetermined height is provided at the lower end of the filtration apparatus and an air injection unit is provided at the lower end of the filtration apparatus to discharge rainwater from the upper part of the filtration apparatus when the backwash pump is operated to clean the filtration apparatus, Clean the filtration unit.
Description
The present invention relates to a non-point pollution abatement facility, and more particularly, to a non-point pollution abatement facility in which non-point pollutants are removed, The non-point pollution abatement facility capable of back washing capable of maintaining the efficiency of removal of non-point pollutants in an optimized state by automatically setting the filter unit to be cleaned after a certain period of time elapses from the end of rainfall, Cleaning system.
The pollutants are divided into point pollutants and nonpoint pollutants. Point pollutants are pollutants discharged at certain points such as factories and sewage treatment plants. Therefore, even if the pollutant concentration is very high, the pollutant discharge route is clear and easy to collect. As the influence is relatively small, it is possible to estimate the amount of annual production, and it is easy to design, maintain and manage treatment facilities such as treatment plants.
On the other hand, non-point pollution sources generate unspecified pollutants such as pesticides, fertilizers, pollutants, oil, heavy metals, and tire powder in unspecified places such as cities, roads, farmland, The non-point pollutants that are largely influenced by rainwater in a rainy season are difficult to identify the sewage treatment equipment and are difficult to maintain. When large amounts of pollutants enter the river or groundwater resources, they pollute the water quality, And destroys the habitat of aquatic ecosystems.
In order to solve these problems, rainwater containing non-point pollutants is discharged after treating non-point pollutants through various stages of sedimentation or filtration in a suspended state before entering streams or groundwater resources.
As a conventional technique for removing non-point pollutants generated at an unspecified site, Korean Patent Registration No. 10-1099768 discloses a nonpoint pollutant reduction apparatus in which various kinds of non-point pollutants A grating formed to flow in; A housing installed in the lower part of the grating and having an upper inflow chamber and a lower lower treatment chamber formed in a stepped shape; A drain hole is formed in the lower part of the one side of the processing chamber to collect the large amount of non-point pollutants while discharging the introduced outflow, and a swash plate is formed on the upper side of the drain hole Inlet tank; A treatment tank having a drain disposed on the bottom to filter out non-point pollutants having a small size and a small size flowing out from the inflow tank while the filter medium is installed inside the treatment chamber; A drain pipe connected to the treatment chamber bottom of the housing to discharge the rainwater flowing down from the treatment tank; And a non-path-pipe reducing device connected to the drain pipe from an upper part of the processing chamber of the housing to discharge the overflowing effluent into the processing chamber.
However, the non-point pollution source reduction apparatus described above can be installed simply and inexpensively, but the treatment tank is divided into upper and lower portions to store the filter material in the lower portion to reduce nonpoint pollutants in stages. However, a large number of holes So that the non-point pollutants and the filter media flow into the drain pipe together with the non-point pollutants, which are not removed properly but are washed away.
As another conventional technique, Korean Patent Laid-Open Publication No. 10-2008-0004142 (Jan. 09, 2008) discloses an apparatus for rapid rapid filtration for an initial stormwater treatment facility and a water supply system, wherein a rectangular If you want to clean the inside of the filter, remove the plug, open the filter cap, connect the bellows hose to the backwash pipe, and put the hose. Then, after the sedimentation valve is locked, the stormwater (raw water) enters the filter. Fit the filter line valve and lock the overdrain line valve. When the inside of the filter is filled with water, it is known to open the wastewater sludge pipe valve to automatically clean the inside of the filter, clean the filter to clean water, and supply the clean water.
However, in the above-described early stormwater treatment facilities and the rapid filtration apparatus for water supply, a complicated process such as opening a back-flush valve to remove a filtration device, removing a stopper, connecting a bellows hose to a backwash pipe, opening a filter lid, The efficiency of the work is deteriorated. In addition, since the inside of the filter must be filled with water to clean the filtration device, there is a disadvantage that the raw water is wasted, and the washed water is discharged to the outside along the wastewater sludge pipe, thereby causing environmental pollution .
SUMMARY OF THE INVENTION It is an object of the present invention to solve the above-mentioned problems, and it is an object of the present invention to provide a method and apparatus for recovering rainwater from rainwater, And to provide an automatic backwashing system thereof.
Also, after a certain period of time has elapsed after the end of the rainfall, the backwash pump located at the top of the septic tank is automatically operated to move the rainwater to the filtration device and the drainage tank of the septic tank to backwash the filtration device, A non-point pollution abatement facility capable of back-washing capable of enhancing the back-washing effect, and an automatic back-washing system thereof.
The non-point pollution abatement facility capable of backwashing according to the present invention and the automatic backwashing system of the present invention include an inflow pipe formed at one side to introduce rainwater at the time of rainfall and to store the inflowed rainwater in the inflow storage space, And a filtration device connected to the outflow pipe of the inflow tank and introducing the rainwater flowing out of the outflow pipe into the purification storage space and having a filtration member for removing nonpoint pollution material from one side of the purification storage space, A purifier for purifying rainwater introduced into the purge storage space and transferring the purified rainwater to a transfer pipe, and a purifier connected to the transfer pipe of the purifier for transferring the rainwater to be transferred from the transfer pipe, And a drain tank for draining the stored or purified rainwater through a drain pipe, A backwash pump having a constant height is provided and an air injection unit is provided at the lower end of the filtration apparatus to discharge rainwater from the upper portion of the filtration apparatus when the backwash pump is operated, thereby cleaning the filtration apparatus. Clean the device.
The inflow pump is equipped with a discharge pump to discharge rainwater stored in the inflow storage space.
The outflow pump includes a buoyant material to vary the position of the outflow pump according to the level of the introduced rainwater.
The outflow pump includes a sediment sensing member to prevent sediment introduced together with rainwater from flowing out.
The purification tank has at least one filtration device in the purification storage space to remove nonpoint pollutants.
The filtration member is moved up and down in the filtration apparatus to remove or clean non-point pollutants.
The backwash pump includes a backwash pipe for transferring the rainwater stored in the purified water storage space to the filtering device and the drainage tank, and a backwash nozzle for spraying the rainwater.
The rainwater transferred to the drainage tank flows through the transfer pipe to the septic tank to wash the filtration device.
The inflow pipe is formed at one side to introduce rainwater at the time of rainfall and the inflow rainwater is stored in the inflow storage space or flows out to the outflow pipe formed at the other side and the outflow pipe is connected to the outflow pipe of the inflow pipe, A filtration device having a filtration member for introducing rainwater into the purification storage space and for removing non-point pollution substances is provided at one side of the purification storage space to remove non-point pollution substances from the rainwater introduced into the purification storage space, And a drain tank connected to the transfer pipe of the septic tank for discharging the rainwater to be transferred from the transfer pipe for a predetermined period of time or discharging the purified rainwater through a drain pipe, A backwash pump having a predetermined height at an upper portion of the filtration apparatus, and an air injection unit at a lower end of the filtration apparatus A backwashable non-point pollution abatement facility capable of backwashing, characterized in that rainwater is sprayed from the upper part of the filtration apparatus when the backwash pump is operated to clean the filtration apparatus, A rainfall sensing device for sensing and signaling rainfall start and rainfall termination to signal whether the backwash pump of the pollution abatement facility is operating; and a controller for controlling the backwash pump in response to rainfall start and rainout signals input from the rainfall sensing device, And a controller.
The outflow pump operates and stops according to a start signal and a stop signal which are signaled by the control unit.
The control unit is configured to apply a control signal for changing the backwash pump to a stop state when a sensing signal indicating the start of the next rainfall is input from the rainfall sensing apparatus while the backwash pump is operating.
A solar panel for supplying electric power to the control unit for generating power using solar light, and a battery unit for charging electricity generated by the solar panel.
According to the non-point pollution abatement facility capable of back washing according to the present invention and the automatic backwashing system thereof, the rainwater is purged from the septic tank by introducing rainwater during rainfall, and the rainwater discharged from the pond is drained to prevent water pollution There is an effect that can be.
In addition, backwashing effect can be improved by injecting air into the filtration unit from the bottom of the filtration unit during backwashing of the filtration unit, which can reduce management cost and can optimize the nonpointing pollution reduction efficiency at all times, have.
1 is a cross-sectional view schematically showing an embodiment of a non-point pollution abatement facility capable of back washing according to the present invention.
2 is a cross-sectional view schematically showing an inflow tank in an embodiment of a nonpoint pollution abatement facility capable of backwashing according to the present invention.
3 is a cross-sectional view schematically showing a septic tank according to an embodiment of the non-point pollution abatement facility capable of backwashing according to the present invention.
4 is a cross-sectional view showing an embodiment of a non-point pollution abatement facility capable of back washing according to an embodiment of the present invention.
5 is a cross-sectional view showing an embodiment of backwashing in an embodiment of the nonpoint pollution abatement facility capable of backwashing according to the present invention.
6 is a block diagram illustrating an embodiment of an automatic backwash system in accordance with the present invention.
7 is a block diagram of another embodiment of an automatic backwash system in accordance with the present invention;
The present invention relates to a non-point pollution abatement facility capable of backwashing and an automatic backwash system having an inlet pipe formed at one side thereof for introducing rainwater at the time of rainfall and storing the inflowed rainwater in the inflow- A filtration device having a filtration member connected to the outflow pipe of the inflow tank to introduce rainwater flowing out of the outflow pipe into the purification storage space and to remove non-point pollution material from one side of the purification storage space, A purifier for purifying rainwater introduced into the purge storage space and transferring the purified rainwater to the transfer pipe after removing the nonpoint pollutant from the purifier storage space, And a drain tank for draining the rainwater discharged during the periodic storage or the purified water through the drainpipe, A backwash pump having a predetermined height is provided, and an air injection unit is provided at the lower end of the filtration apparatus. When the backwash pump is operated, rainwater is sprayed from the upper portion of the filtration apparatus to clean the filtration apparatus. And washing the device.
In addition, the inflow tank is provided with a discharge pump so as to discharge the rainwater stored in the inflow storage space.
In addition, the outflow pump is equipped with a buoyant material to vary the position of the outflow pump according to the level of the introduced rainwater.
In addition, the outflow pump is provided with a sediment sensing member to prevent sediment introduced together with rainwater from flowing out.
The purifying tank may be provided with at least one filtration device in the purification storage space to remove nonpoint pollutants.
Further, the filter member is moved up and down in the filtration apparatus, and is characterized in that the non-point pollutant is removed or cleaned.
The backwash pump includes a backwash pipe for transferring the rainwater stored in the purified water storage space to the filtration device and the drainage tank, and a backwash nozzle for spraying the rainwater.
In addition, the rainwater transferred to the drainage tank is flowed through the transfer pipe to the septic tank to clean the filtration apparatus.
In addition, an inlet pipe is formed on the one side surface to introduce rainwater at the time of rainfall, and the inflow rainwater is stored in the inflow storage space or flows out to the outflow pipe formed on the other side, and the inflow pipe is connected to the outflow pipe of the inflow pipe, And a filtration device having a filtration member for removing non-point pollutants from one side of the purification storage space. The filtration device removes non-point pollutants from the rainwater flowing into the purification storage space, And a drain tank connected to the transfer pipe of the septic tank for discharging rainwater to be transferred from the transfer pipe for a predetermined period of time or for discharging the purified rainwater through a drain pipe A backwash pump having a predetermined height at an upper portion of the septic tank, Wherein the backwashing pump is provided with a non-point pollution abatement facility capable of backwashing, wherein rainwater is sprayed from the upper part of the filtration apparatus when the backwash pump is operated to clean the filtration apparatus, A rainfall sensing device for sensing and signaling rainfall start and rainfall end to signal whether the backwash pump is operating in the nonpoint pollution abatement facility; And a controller for applying a control signal.
Also, the inflow tank of the non-point pollution abatement facility is provided with a discharge pump for discharging rainwater stored in the inflow storage space.
In addition, the outflow pump is operated and stopped according to a start signal and a stop signal signaled by a control unit.
In addition, the control unit is configured to apply a control signal for changing the backwash pump to a stop state when a detection signal indicating the start of the next rainfall is input from the rainfall sensing apparatus during operation of the backwash pump.
The solar cell module further comprises a solar cell plate for supplying electric power to the control unit for generating electricity using solar light, and a battery unit for charging electricity generated by the solar cell plate.
Next, a preferred embodiment of a non-point pollution abatement facility and an automatic backwash system capable of backwashing according to the present invention will be described in detail with reference to the drawings.
1, a non-point pollution abatement facility capable of backwashing according to the present invention and an automatic backwashing system according to an embodiment of the present invention includes an inflow tank 10, a purification tank 20, a drain tank 30, And a pump 40.
As shown in FIG. 2, the inflow tank 10 includes an inflow pipe 11, an inflow storage space 13, and an outflow pipe (not shown) so as to allow rainwater to flow in the rainwater for a predetermined period or to flow out to the purification tank 20 15 and a drain pump 17.
The inflow pipe (11) is formed on one side of the inflow tank (10) to introduce rainwater into the inflow storage space (13) when rainfall occurs. It is preferable that the diameter of the inflow pipe 11 is variable according to the amount of annual precipitation and the intensity of rainfall per hour of the inflow pipe 11.
For example, when installed in an area having high annual rainfall and hourly rainfall intensity, it is desirable to increase the diameter of the inflow pipe 11 so as to increase the amount of rainwater flowing in, and the annual rainfall amount per hour and rainfall per hour It is preferable to form the region having a low strength in a relatively small diameter so as to reduce the construction cost.
The inflow storage space 13 stores the rainwater initially introduced from the inflow pipe 11 for a predetermined period of time. The inflow storage space (13) stores initial rainwater containing the most non-point pollutants and foreign matter, so that nonpoint pollutants and foreign substances are precipitated.
The outflow pipe (15) is formed on the other side of the inflow tank (10) and causes the rainwater to flow out when the water level becomes higher than the designated water level of the inflow storing space (13). That is, the outflow pipe 15 is formed at the upper end of the inflow storing space 13, and the rainwater flows out when the level of the rainwater in the inflow storing space 13 becomes equal to or higher than the height of the outflow pipe 15. When the outflow pipe 15 is positioned at the upper end of the inflow storing space 13, the initial rainwater containing a large amount of nonpoint pollutant can be stored in the inflow storing space, thereby reducing the nonpoint contamination.
The outflow pump 17 is provided to discharge the rainwater stored in the inflow storing space 13. The drain pump 17 is operated to let the rainwater stored in the inflow storing space 13 through the outflow pipe 15 for a certain period of time.
The outflow pump 17 includes a buoyancy material 17a and its position is changed according to the level of the inflow storing space 13. [ The buoyancy material (17a) allows the effluent pump (17) to float in the rainwater that has been stored so that the rainwater having a high water level can be leaked first. That is, the outflow pump 17 firstly discharges the rainwater at a high level, which is relatively clean rainwater, from the stored rainwater.
The outflow pump 17 is provided with a sediment sensing member 17b so that sediment precipitated at the lower end of the inflow storage space 13 can be prevented from flowing out. The sediment sensing member 17b senses sediment precipitated in the inflow storing space 13 and detects the sediment to prevent damage to the outflow pump 17. [
Accordingly, the inflow tank 10 inflows rainwater into the inflow pipe 11 at the time of rainfall, stores the inflowing rainwater into the inflow storage space 13, and when the level of the rainwater increases to the height of the outflow pipe 15, The rainwater flows out to the outflow pipe 15. The inflow tank 10 operates the inflow pump 17 after a certain period of time after the end of the rainfall to discharge all of the rainwater stored in the inflow storage space 13. At this time, the effluent pump 17 first discharges the rainwater having a high water level due to the buoyancy material 17a floated on the water surface and the sediment sensing member 17b sensing the sediment at the bottom, and the water level of the rainwater gradually decreases, 17b), the rainwater spill is stopped. It is preferable to dred sediment precipitated in the inflow storing space 13 after a lapse of a certain period of time.
3, the purification tank 20 is connected to the outflow pipe 15 of the inflow tank 10 and is connected to the purification storage space 23 for inflow of rainwater flowing out of the outflow pipe 15 to be purified, A filtration device 24, and a transfer pipe 25.
The purified water storage space 23 stores the rainwater flowing in from the outflow pipe 15 until a predetermined period of time or a certain water level is reached.
The filtration device 24 includes a filtration member 24a therein and is disposed on one side of the purification storage space 23 to remove rainwater and non-point pollution substances introduced together with the rainwater to purify the rainwater. The filtration device 24 is provided with at least one purification storage space 23 to remove nonpoint pollutants so as to increase the removal efficiency of nonpoint pollutants.
The upper end of the filtration device 24 is opened to allow the rainwater supplied from the backwash pump 40 to flow in and to clean the filtration member 24a. The lower end of the filtration device 24 is opened to allow the rainwater to flow to remove nonpoint pollutants or to inject air when cleaning the filtration member 24a.
The filtration member 24a may include at least one member selected from the group consisting of nonwoven fabric, loess, crushed stone, activated carbon, zeolite, fill light, etc. so as to remove rainwater and non-point pollutants introduced together with rainwater.
The filtration member 24a is moved up and down in the filtration unit 24 to remove or clean non-point pollutants. More specifically, when rainwater flows in from the lower end of the filtration member 24a so as to remove non-point pollutants, the filtration member 24a is moved upward by a predetermined height by water pressure of the rainwater to remove non-point pollutants.
When the backwash pump 40 is operated and the rainwater is sprayed from the upper end of the filtration member 24a, the filtration member 24a is cleaned while being moved to the original position by the water pressure.
The transfer pipe (25) is formed so as to transfer the purified water purified in the filtration device (24) to the drain tank (30).
Accordingly, the purifier 20 introduces the rainwater flowing out of the outflow pipe 15 into the purge storage space 23, removes nonpoint pollutants and the like through the filtration device 24 provided in the purge storage space 23 , And the purified rainwater is transferred to the transfer pipe (25).
The drain tank 30 is connected to the transfer pipe 25 of the septic tank 20 and is connected to the drainage storage space 33 and the drain pipe 35 so that the rainwater transferred from the transfer pipe 25 can be introduced and drained to the outside. .
The drainage storage space (33) receives the purified rainwater conveyed from the conveyance pipe (25) and temporarily stores the purified rainwater. When the backwashing pump 40 is operated to clean the filtration unit 24 and the rainwater is sprayed from the upper part of the backwashing nozzle 43, the drainage storage space 33 is filled with the rainwater, do. The rainwater overflowing in the drainage storage space (33) cleans the filtration unit (24).
The drain pipe (35) is connected to the outside to drain the rainwater stored in the drainage storage space (33) to the outside.
Although not shown in the drawing, the drain tank 30 may include a drain pump to drain the rainwater stored in the drainage storage space 33. It is desirable to control the operation of the drainage pump according to the local precipitation and river level.
The backwash pump 40 is provided at a predetermined height from the top of the septic tank 20 and operates after the lapse of a predetermined period of time from the end of the rainfall to remove the rainwater stored in the purification storage space 23 from the filtration device 24 and the drainage tank 23. [ (30). The backwash pump 40 is provided with a reverse osmosis pipe 41 so that the rainwater can be moved during the operation of the backwash pump 40. The backwash pump 40 is provided with a backwashing nozzle 43).
The backwash pipe (41) is connected to the backwash pump (40) and connected to the filtration unit (24) and the drainage storage space (33). The backwash nozzle 43 is located at the top of the filtration unit 24 and at the top of the drainage storage space 33 to emit rainwater. The backwashing nozzle 43 located at the upper end of the filtration unit 24 is preferably formed to have a strong water pressure so as to increase the cleaning rate of the filtration unit 24.
The rainwater that has been cleaned by the filtration unit 24 during operation of the backwash pump 40 is again purified by the filtration unit 24 and is transferred to the drainage tank 30.
An air injection unit 45 is provided at the lower end of the filtration unit 24 to increase the cleaning efficiency when the backwash pump 40 is operated to clean the filtration unit 24.
The air injection unit 45 is installed at the lower end of the filtration unit 24 according to the number of the filtration units 24. The air injection unit 45 injects air at the lower end of the filtration unit 24 to facilitate removal of foreign substances and the like, thereby improving the cleaning efficiency of the filtration unit 24.
4, the rainwater flows into the inflow pipe 11 of the inflow tank 10 at the time of rainfall, and the initial rainwater flows into the inflow storage space 13, And when the level of the rainwater stored in the inflow storing space 13 becomes higher than the outflow pipe 15, the rainwater flowing into the inflow pipe 11 flows out through the outflow pipe 15. [
The rainwater flowing out to the outflow pipe (15) is transferred to the purification tank (20) and stored in the purification storage space (23). When the level of the rainwater stored in the purification storage space 23 becomes equal to or higher than a predetermined height, the rainwater flows into the lower end of the filtration device 24 provided at one side of the purification storage space 23 by the water pressure. The rainwater is moved from the lower end to the upper end of the filtration unit (24) to remove the nonpoint pollutants. The rainwater purified in the filtration device 24 is conveyed through the conveyance pipe 25.
The rainwater conveyed through the conveyance pipe (25) is conveyed to the drainage storage space (33) of the drainage tank (30). The rainwater flows into the drainage storage space 33 and is stored. When the water level of the stored rainwater is higher than the drainage pipe 35, the water is drained to the outside through the drainage pipe 35.
As shown in FIG. 5, the backwashing embodiment of the nonpoint pollution abatement facility capable of backwashing according to the present invention operates the backwash pump 40 after a lapse of a certain period of time from the end of rainfall.
The backwash pump 40 is operated to move the upper rainwater in the purified water storage space 23 to the upper portion of the filtration unit 24 and the upper part of the drainage storage space 33 through the backwash pipe 41, 43).
When the rainwater is sprayed from the backwash nozzle 43, the filter member 24a, which has been raised to a predetermined height for removing nonpoint pollutants, returns to its original position by water pressure, and the filter member 24a removes foreign matter do. When the rainwater is sprayed from the backwashing nozzle 43, air is injected from the air injection unit 45 located at the lower end of the filtration unit 24, thereby facilitating removal of foreign matters from the filtration member 24a, .
The rainwater injected from the backwashing nozzle 43 into the drainage storage space 33 is mixed with the purified rainwater stored in the drainage storage space to increase the water level in the drainage storage space 33, Rainwater overflows. The rainwater overflowed by the transfer pipe 25 has an effect of further increasing the cleaning efficiency by washing the filtration device 24.
As shown in FIG. 6, the automatic backwash system according to the present invention includes a non-point pollution abatement facility 100, a rainfall sensing apparatus 110, and a control unit 120.
The non-point pollution abatement facility 100 removes non-point pollutants contained in rainwater by introducing rainwater into the inflow tank 10 at the time of rainfall and discharging the inflowed rainwater to the septic tank 20 to purify the rainwater. The rainwater purified in the septic tank 20 is transferred to the drain tank 30, and the drain tank 30 stores the rainwater and drains the rainwater. The backwash pump 40 located in the septic tank 20 moves the rainwater stored in the septic tank 20 to the upper portion of the filtration unit 24 and the drain tank 30 and injects the rainwater. The backwash pump 40 is operated and stopped in response to a signal controlled by the control unit 120.
The rainfall sensing apparatus 110 is installed on the ground around the nonpoint pollution abatement facility 100 and senses rainfall in the area where the nonpoint pollution abatement facility 100 is installed. The rainfall sensing apparatus 110 may use a rainfall sensing apparatus distributed in the market. However, rainwater is introduced into the rainwater during rainfall, and rainfall starts and rainfall ends in accordance with the non-contact and contact between the reed switch and the magnetic magnet according to the level of internal rainwater. It is most preferable to use a rainfall sensing apparatus 110 for signaling a signal.
The rainfall sensing apparatus 110 signals rainfall start and rainfall end signals to the control unit 120 in accordance with non-contact and contact between the reed switch and the magnetic magnets.
The controller 120 is configured to apply a control signal to automatically set whether the backwash pump 40 is in operation according to a signal input from the rainfall sensing apparatus 110. Also, the control unit 120 is configured to apply a control signal to the outflow pump 17 so that the start and stop signals can be automatically set after a lapse of a predetermined time.
Preferably, the controller 120 is configured to apply a control signal for operating the backwash pump 40 after a predetermined time elapses from the rainfall start and rainfall end signals input from the rainfall sensing apparatus 110 Do.
The control unit 120 is provided with an operation unit 125 for setting and inputting an elapsed time from the input of the detection signal until the control signal for operating the backwash pump 40 is applied.
The control unit 120 is configured to separately set the elapsed time from the sensing signal corresponding to the start of the rainfall and the end of the rainfall to the control signal by the operation unit 125. That is, the operating unit 125 controls the operation of the backwash pump 40 after the control unit 120 receives the detection signal from the rainfall detection unit 110 in response to the start of rainfall and the end of the rainfall, And a predetermined elapsed time until the signal is applied can be set and inputted, respectively.
The control unit 120 applies a control signal to operate the backwash pump 40 when the set time from the operation unit 125 for the start of rainfall and the end of the rainfall has elapsed. That is, in the control unit 120, the detection signal from the rainfall sensing apparatus 110 is inputted, and the sensing signal from the rainfall sensing apparatus 110 in response to the rainfall input is inputted The control unit 120 applies a control signal to operate the backwash pump 40 only when the time set by the operating unit 125 has elapsed.
The controller 120 controls the backwash pump 40 to operate at a predetermined period to clean the filtration device 24 so that the rainwater can flow into the rainwater during rainfall to optimize the non-point pollutant removal efficiency at all times.
The control unit 120 controls the backwash pump 40 to stop the backwash pump 40 when a sensing signal indicating the start of the next rainfall is input from the rainfall sensing apparatus 110 during operation of the backwash pump 40 do.
The control unit 120 may apply a control signal to move the rainwater to the septic tank 20 by operating the outflow pump 17 of the inflow tank 10 when the rainwater of the septic tank 20 is insufficient.
As shown in FIG. 7, the automatic backwashing system according to the present invention includes a solar panel 140 for generating electric power using sunlight and an electric generator for generating electricity generated by the solar panel 140, And a battery unit 145 for supplying power to the battery.
The solar panel 140 may be provided in a plurality of units depending on the size of the non-point pollution abatement facility 100. The battery unit 145 is connected to supply power to the control unit 120 and supply power to the non-point pollution abatement facility 100, which is another constituent.
By constructing the solar panel 140 and the battery unit 145 as described above, it is possible to supply the power even without the separate power equipment, thereby reducing the construction cost of the equipment and supplying the power with the power generated by the natural power, And it is possible to operate the facility effectively in an area or a branch where power supply is difficult.
It will be apparent to those skilled in the art that various modifications, substitutions and substitutions are possible, without departing from the scope and spirit of the invention as disclosed in the accompanying claims. will be. Therefore, the embodiments disclosed in the present invention and the accompanying drawings are intended to illustrate and not limit the technical idea of the present invention, and the scope of the technical idea of the present invention is not limited by these embodiments and accompanying drawings . The scope of protection of the present invention should be construed according to the following claims, and all technical ideas within the scope of equivalents should be construed as falling within the scope of the present invention.
10: Inflow tank 11: Inflow pipe 13: Inflow storage space
15: effluent pipe 17: effluent pump 17a: buoyant material
17b: sediment detecting member 20: septic tank 23: purification storage space
24: filtration device 24b: filtration member 25: transfer pipe
30: drainage tank 33: drainage storage space 35: drainage pipe
40: backwash pump 41: backwash pipe 43: backwash nozzle
45: air injection unit 100: non-point pollution abatement facility 110: rainfall detection device
120: control unit 125: operating means 140: solar panel
145:
Claims (13)
At least one filtration device connected to the outflow pipe of the inflow tank and introducing rainwater flowing out of the outflow pipe into the purification storage space and having a filtration member moving up and down to remove nonpoint pollutants on one side of the purification storage space A purified water tank for removing the non-point pollutants from the rainwater introduced into the purified water storage space and then transferring the purified rainwater to the transfer pipe;
And a drain tank connected to the transfer pipe of the septic tank for storing the rainwater to be transferred from the transfer pipe in the drainage storage space for a predetermined period or draining the purified rainwater through the drainage pipe,
The inflow pump is provided with an inflow pump for discharging rainwater stored in the inflow storage space. The inflow pump includes a buoyancy material to vary the position of the inflow pump according to the level of the inflowing rainwater, The sediment that is introduced with rainwater should not leak,
A backwash pump and a backwash nozzle having a predetermined height are provided on the upper part of the septic tank. An air injection unit is provided at the lower end of the filtration unit. When the backwash pump is operated, rainwater is sprayed from the upper part of the filtration unit to clean the filtration unit. And air is injected from the air injection unit to clean the filtration unit.
A rainfall detection device for detecting and signaling rainfall start and rainfall end to signal whether the backwash pump is operated in the nonpoint pollution abatement facility;
And a controller for applying a control signal to the backwash pump in response to the rainfall start and rainfall end signals input from the rainfall sensing device,
Wherein the outflow pump of the inflow tank of the nonpoint pollution abatement facility is operated and stopped according to the operation signal and the stop signal signaled by the control unit.
Wherein the controller is configured to apply a control signal for changing the backwash pump to a stop state when a sensing signal indicating the start of the next rainfall is input from the rainfall sensing device during operation of the backwash pump.
Further comprising: a solar panel for supplying electric power to the control unit for generating electricity using solar light; and a battery unit for charging electricity generated by the solar panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020150000418A KR101764721B1 (en) | 2015-01-05 | 2015-01-05 | Non-point Pollutants Removal Equipments of possible back washing and possible back washing control system |
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| Application Number | Priority Date | Filing Date | Title |
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| KR1020150000418A KR101764721B1 (en) | 2015-01-05 | 2015-01-05 | Non-point Pollutants Removal Equipments of possible back washing and possible back washing control system |
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| KR20160084027A KR20160084027A (en) | 2016-07-13 |
| KR101764721B1 true KR101764721B1 (en) | 2017-08-07 |
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| CN106522343A (en) * | 2016-12-06 | 2017-03-22 | 山东中车华腾环保科技有限公司 | Sewage conveying device realizing quick maintenance and no blockage and contaminant discharge method |
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|---|---|---|---|---|
| KR200283726Y1 (en) * | 2002-05-14 | 2002-07-27 | 한무영 | The floating suction for rainwater tank |
| KR101160567B1 (en) * | 2011-12-16 | 2012-06-28 | 조영철 | Rainwater filtering apparatus with fluidized media and purification system using it |
| KR101288331B1 (en) * | 2013-02-13 | 2013-07-22 | 코오롱워터앤에너지 주식회사 | Auto-backwashing and non-point source contaminant treatment apparatus using float media |
| KR101353045B1 (en) * | 2011-08-26 | 2014-01-21 | 남기윤 | Apparatus for removing non-point source pollution from rainwater with control function |
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2015
- 2015-01-05 KR KR1020150000418A patent/KR101764721B1/en active IP Right Grant
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200283726Y1 (en) * | 2002-05-14 | 2002-07-27 | 한무영 | The floating suction for rainwater tank |
| KR101353045B1 (en) * | 2011-08-26 | 2014-01-21 | 남기윤 | Apparatus for removing non-point source pollution from rainwater with control function |
| KR101160567B1 (en) * | 2011-12-16 | 2012-06-28 | 조영철 | Rainwater filtering apparatus with fluidized media and purification system using it |
| KR101288331B1 (en) * | 2013-02-13 | 2013-07-22 | 코오롱워터앤에너지 주식회사 | Auto-backwashing and non-point source contaminant treatment apparatus using float media |
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| KR20160084027A (en) | 2016-07-13 |
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