WO2014084443A1 - Apparatus for removing, storing and artificially recharging early-stage rainwater, and method for removing, storing and artificially recharging early-stage rainwater using same - Google Patents

Apparatus for removing, storing and artificially recharging early-stage rainwater, and method for removing, storing and artificially recharging early-stage rainwater using same Download PDF

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Publication number
WO2014084443A1
WO2014084443A1 PCT/KR2013/000281 KR2013000281W WO2014084443A1 WO 2014084443 A1 WO2014084443 A1 WO 2014084443A1 KR 2013000281 W KR2013000281 W KR 2013000281W WO 2014084443 A1 WO2014084443 A1 WO 2014084443A1
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WIPO (PCT)
Prior art keywords
rainwater
pipe
storage
initial
check valve
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PCT/KR2013/000281
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French (fr)
Korean (ko)
Inventor
김용철
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한국지질자원연구원
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Publication of WO2014084443A1 publication Critical patent/WO2014084443A1/en

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    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F1/00Methods, systems, or installations for draining-off sewage or storm water
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/32Methods or installations for obtaining or collecting drinking water or tap water with artificial enrichment, e.g. by adding water from a pond or a river
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03BINSTALLATIONS OR METHODS FOR OBTAINING, COLLECTING, OR DISTRIBUTING WATER
    • E03B3/00Methods or installations for obtaining or collecting drinking water or tap water
    • E03B3/02Methods or installations for obtaining or collecting drinking water or tap water from rain-water
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/10Collecting-tanks; Equalising-tanks for regulating the run-off; Laying-up basins
    • E03F5/101Dedicated additional structures, interposed or parallel to the sewer system

Definitions

  • the present invention relates to rainwater initial exclusion, storage, artificial cultivation apparatus and rainwater initial exclusion, storage, artificial cultivation method using the same, can collect and remove the initial rainwater, the rainwater that is excluded the initial rainwater to a high position on the ground Excellent initial exclusion, storage, artificial cultivation apparatus that can be stored or artificially cultivated underground and excellent initial exclusion, storage, artificial cultivation method using the same.
  • Korea is one of the countries with insufficient water in the world, and there is an urgent need for efficient water management, securing and utilization to solve this problem.
  • various methods to efficiently use rainwater are reviewed and developed. have.
  • rainwater as a method of storing and utilizing rainwater, that is, rainwater, schools, public facilities, and homes are making storage tanks to store rainwater and using the stored water as living water, landscaping water, and firefighting water.
  • the conventional rainwater storage and utilization methods simply collect rainwater and store it, and then supply it to recycling facilities such as drinking water facilities, pollutant treatment devices and living water, landscaping water, industrial water, and fire water. It does not play a role of regulating heavy rains or ordinary low water and does not effectively remove foreign substances or pollutants included in the initial rainwater.
  • FIG. 1 is a conceptual diagram of a conventional stormwater control facility.
  • Patent Application No. 10-2003-0034774 introduces a stormwater control facility, the invention is shown in Figure 1, after classifying and excluded the initial storm, the storm after the initial storm is excluded.
  • Rainwater control device 20 for storage and purification;
  • a rainwater storage tank (30) for storing and storing the initial rainwater flowing from the rainwater control device so that it can be collected when needed, and after collecting rainwater by removing the initial rainwater having high acidity, the collected rainwater is standardized.
  • rainwater can be used for various purposes.
  • the present invention can only exclude the initial rainwater, and can not be collected and removed step by step while purifying the initial rainwater, so it is flexible to the quantitative change of rainwater that should be excluded early according to the rainwater trapping area and the degree of pollution of the air and the collecting surface. Problems that can cause flooding by low-flow drainage backflow when large amounts of stormwater enter the drainage because rainwater that cannot be coped and can not be stored at a high position above the ground or artificially re-cultivated underground There is this.
  • the present invention was invented to solve the problems as described above, purify the initial rainwater in sequence and by flexibly adjusting the number of collection pipes according to the rainwater capture area and the degree of pollution of the air and trapping surface to collect step by step to discharge to the outside Can be stored in a high position above the ground by manpower or artificially reinforced underground to minimize the amount of rainwater that flows into the drainage. And to provide an excellent initial exclusion, storage, artificial cultivation method using the same.
  • Excellent initial exclusion, storage, artificial cultivation apparatus to achieve the object as described above is the initial excellent exclusion unit for collecting and removing rainwater;
  • Rainwater pumping storage unit for storing the rainwater discharged from the initial excellent exclusion to move upwards from the ground to a certain height;
  • An artificial reinforcement unit for storing rainwater discharged from the rainwater pumping storage unit underground;
  • an excellent rainwater discharge unit for discharging rainwater that exceeds the storage capacity of the rainwater pumping storage unit or rainwater that is not stored as groundwater to the artificial reclaiming unit to the outside.
  • the initial excellent exclusion unit the inflow pipe in which the rainwater is introduced; At least one collecting tube connected to the inlet tube and collecting the rainwater; And a discharge pipe connected to the collecting pipe and discharging the rainwater that is not collected in the collecting pipe to the rainwater pumping storage unit by the closing of the collecting pipe, wherein the collecting pipe is closed by a rise in the water level of the rainwater that is collected therein. It is characterized by.
  • the initial excellent exclusion unit the inflow pipe in which the rainwater is introduced; A plurality of collecting pipes connected to the inlet pipe and connected to each other in a stepped rise structure to collect the rainwater; And a discharge pipe connected to the collecting pipe and discharging the rainwater not collected in the collecting pipe to the rainwater pumping storage unit by closing the collecting pipe, wherein the collecting pipe is the first collecting pipe among the plurality of collecting pipes connected in series. It is characterized in that it is closed in stages by the rise of the water level of rainwater collected inside each collector pipe from the to the final collector pipe.
  • the inlet pipe the first inlet pipe for vertically lowering the rainwater; A second inlet pipe connected to the first inlet pipe to horizontally move the rainwater; And a third inlet pipe connected to the second inlet pipe to vertically raise the rainwater, wherein the first inlet pipe has a first strainer for purifying the rainwater to the rainwater inlet.
  • the tube is characterized by having a second sieve for purifying the rainwater therein.
  • the collecting pipe, the upper opening and closing plate is formed on the inner circumferential surface of the collecting pipe and the tapered inlet in the upper portion;
  • a lower opening and closing plate installed below the inner circumferential surface of the collection pipe and having a discharge outlet tapered downward in the center thereof;
  • the storm pumping storage unit a hydraulic ram pump (moving ram pump) for moving the rainwater discharged from the initial excellent exclusion unit upward by the non-power; And a storage tank for storing the rainwater moved upward by the water hammer pump.
  • a hydraulic ram pump moving ram pump
  • the water hammer pump the first flow pipe for flowing the rainwater discharged from the initial excellent exclusion portion;
  • a first check valve installed in the first flow tube to open and close the first flow tube;
  • a second flow tube having one end connected to the first flow tube and the other end connected to the storage tank to flow the rainwater to the storage tank;
  • a second check valve installed in the second flow tube to open and close the second flow tube;
  • a pressure vessel connected to the second flow pipe, wherein the water hammer pump discharges the rainwater to the outside of the first flow pipe when the first check valve is opened, and closes the first check valve.
  • the artificial recharging unit may further include: a collecting tank configured to collect rainwater discharged from the first flow pipe; A filter tube for removing impurities in rainwater discharged from the collection tank; And an injection well connected to the filtration tube to store rainwater from which impurities are removed in the groundwater layer.
  • the collection tank and the injection well is connected to each of the air discharge pipe to discharge the air to prevent the increase in the internal pressure
  • the air discharge pipe is characterized in that each end is provided with a grid to prevent the inflow of insects and foreign matter do.
  • the excess water discharge unit the first drain to discharge the rainwater in excess of the storage capacity of the storage tank to the collection tank; And a second drainage channel which discharges rainwater that exceeds the artificial cultivation capacity of the injection well to the outside of the rainwater collected by the collection tank.
  • the excellent initial exclusion, storage, artificial cultivation method according to the present invention is the initial excellent exclusion step of sequentially purifying and collecting the initial excellent; An excellent pumping storage step of storing the rainwater from which the initial excellent water is excluded by moving upward from the ground to a predetermined height by a water hammer; And an artificial rehabilitation step of moving the rainwater underground and storing the rainwater pumping step.
  • the rainwater pumping storage step includes: a first check valve rainwater discharged to the outside by opening a first check valve included in the water hammer pump; Discharge process; A second check valve opening step of pressing and opening the second check valve included in the water hammer by the hydraulic pressure when the first check valve is pressed and closed; A pressure vessel pressing step of pressing the internal air of the pressure vessel included in the water hammer by the hydraulic pressure when the second check valve is opened; And a rainwater storage step of storing the rainwater by flowing up and storing the rainwater into the storage tank by the air pressure in the pressure vessel when the second check valve is closed by the air pressure rise in the pressure vessel.
  • the artificial rehabilitation step rainwater collecting process for collecting rainwater discharged from the water hammer pump; Rainwater filtration process for removing impurities contained in rainwater collected in the rainwater collecting process; An underground cultivation step of storing rainwater from which impurities are removed in the rainwater filtering process in an underground water layer; And excess rain external discharge process for discharging rainwater that exceeds the artificial cultivation capacity stored in the underground culture process to the outside.
  • FIG. 1 is a conceptual diagram of a conventional stormwater control facility.
  • Figure 2 is a block diagram of the excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention.
  • FIG. 3 is a first configuration diagram of the initial excellent exclusion unit according to the present invention.
  • FIG. 4 is a block diagram of an inlet pipe according to the present invention.
  • FIG. 5 is a view showing a state of collecting rain in the collecting pipe according to the present invention.
  • FIG. 7 is a configuration diagram of a water hammer pump according to the present invention.
  • FIG. 8 is a block diagram of the excellent initial exclusion, storage, artificial cultivation method according to the present invention.
  • FIG. 9 is a block diagram of the initial excellent exclusion step in accordance with the present invention.
  • FIG. 10 is a block diagram of a good pumping storage step according to the present invention.
  • FIG. 11 is a block diagram of the artificial rehabilitation step according to the present invention.
  • first inflow pipe 112 second inflow pipe
  • Inlet 122 Lower opening and closing plate
  • Figure 2 is a block diagram of the excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention.
  • FIG. 3 is a first configuration diagram of the initial excellent exclusion unit according to the present invention.
  • the initial excellent exclusion unit 100 may be collected by removing the rainwater, the initial excellent exclusion unit 100 as shown in FIG. At least one collecting pipe 120 connected to the inlet pipe 110 and the discharge pipe 130 is connected to the collecting pipe 120.
  • FIG. 4 is a block diagram of an inlet pipe according to the present invention.
  • the inflow pipe 110 includes a first inflow pipe 111, a second inflow pipe 112, and a third inflow pipe 113.
  • the first inlet pipe 111 may be provided with a rainwater inlet 114 at the top to vertically lower the rainwater flowing through the rainwater inlet 114, wherein the first inlet pipe 111 is
  • the rainwater inlet 114 may be provided with a first sieve 140 to purify the rainwater primarily.
  • the first inlet pipe 111 may be provided with an on-off valve 160 on one side, by opening the on-off valve 160 can discharge the initial excellent to the outside, in this case, by the water pressure to be described later The contaminants hanging on the second sieve 150 can be removed together.
  • the second inlet pipe 112 may be connected to the first inlet pipe 111 to horizontally move the rainwater, and the second inlet pipe 112 may purify the rainwater therein secondary.
  • the second strainer 150 may be provided.
  • the third inlet pipe 113 may be connected to the second inlet pipe 112 to vertically raise the rainwater and may be connected to the collection pipe 120 to be described later.
  • the collecting pipe 120 may collect rainwater flowing from the inflow pipe 110, where the collecting pipe 120 may be closed in stages as the water level of the rainwater being collected therein is increased.
  • FIG. 5 is a view showing a state of collecting rain in the collecting pipe according to the present invention.
  • the collection pipe 120 includes an upper opening and closing plate 121, a lower opening and closing plate 122 and the upper opening and closing plate 121, which are installed at a predetermined interval from the upper opening and closing plate 121. And a ball valve 123 provided between the lower opening and closing plate 122.
  • the upper opening and closing plate 121 may be installed on the inner circumferential surface of the collecting pipe 120 and a tapered inlet 121a may be formed in the center thereof.
  • the lower opening and closing plate 122 may be installed below the inner circumferential surface of the collection pipe 120 and may have a discharge outlet 122a tapered downward in the center thereof.
  • the ball valve 123 may rise between the upper opening and closing plate 121 and the lower opening and closing plate 122 with an excellent water level to close the inlet 121a.
  • the ball valve 123 when the ball valve 123 does not collect rainwater in the collection pipe 120, the ball valve 123 opens the outlet 122a of the lower opening and closing plate 122.
  • the rainwater level rises between the upper opening and closing plate 121 and the lower opening and closing plate 122.
  • the collection pipe 120 is closed by closing the inlet 121a of the upper opening and closing plate 121. ).
  • the turbid water collected inside can be re-disturbed to prevent movement to the discharge pipe 130 to be described later.
  • the collecting pipe 120 may be provided with an opening and closing valve 160 on one side, when the rain is stopped or dry, the turbid water or collected in the collecting pipe 120 by opening the opening and closing valve 160 Initial rainwater can be discharged to the outside.
  • the discharge pipe 130 may discharge the rainwater not collected in the collecting pipe 120 to the rainwater pumping storage unit 200 which will be described later by closing the collecting pipe 120.
  • the rainwater pumping storage unit 200 may store the rainwater discharged from the initial rainwater exclusion unit 100 by moving upwards from the ground to a predetermined height.
  • the storm pumping storage unit 200 includes a hydraulic ram pump (210) and the storage tank 220.
  • FIG. 7 is a configuration diagram of a water hammer pump according to the present invention.
  • the water hammer pump 210 may move upwardly the rainwater discharged from the initial rainwater exclusion unit 100 upwardly by the force of gravity drop, where the water hammer pump 210 is shown in FIG. 7. As shown, a first flow tube 211, a first check valve 211a, a second flow tube 212, a second check valve 212a, and a pressure vessel 213 are included.
  • the first flow tube 211 may flow the rainwater discharged from the initial excellent exclusion unit 100, the first flow tube 211 is to the discharge pipe 130 included in the initial excellent exclusion unit 100 Can be connected.
  • the first check valve 211a may be installed in the first flow tube 211 to open and close the first flow tube 211. When the first check valve 211a is opened, the first flow tube 211 is opened. ) Rainwater in the interior may be discharged to the outside of the first flow tube (211).
  • One end of the second flow pipe 212 may be connected to the first flow pipe 211, and the other end of the second flow pipe 211 may be connected to the storage tank 220 to flow the rainwater to the storage tank 220.
  • the second check valve 212a may be installed in the second flow tube 212 to open and close the second flow tube 212, and the second check valve 212a may be formed by the first check valve 211a.
  • the water can flow into the pressure vessel 213 connected to the second flow tube 212 by the water hammer to compress the air in the pressure vessel 213, and the second pressure is changed by the pressure change.
  • the check valve 211a is closed, the compressed air in the pressure vessel 213 may be expanded to flow the rainwater to the storage tank 220 through the second flow pipe 212.
  • the pressure vessel 213 may be connected to the second flow tube 212, where the pressure vessel 213 is the second check valve on the basis of the flow direction of rainwater flowing through the second flow tube 212.
  • 212a may be connected to the rear end.
  • the rainwater discharged from the initial excellent exclusion unit 100 flows through the first flow pipe 211 and is discharged to the outside through the first check valve 211a.
  • the rainwater is gradually accelerated to reach a constant value.
  • the first check valve 211a is pressed and closed automatically by the force of the flow, and the rainwater is opened by opening the second check valve 212a by the water hammer according to the increase in water pressure.
  • the pressure vessel ( 213 may compress the compressed air to store the rainwater in the storage tank 220 via the second flow pipe 212.
  • the storage tank 220 may be stored at a predetermined height on the ground to store the rainwater moved upward by the water hammer pump 210, the storage tank 220 is a three-way T-shaped opening and closing valve 221 on one side
  • the on-off valve 221 By opening the on-off valve 221 to one side outlet of the on-off valve 221 can be supplied to use the rainwater stored in the storage tank 220 for various purposes, the on-off valve 221
  • the other side of the discharge port may be to discharge the washing water in the storage tank 220 to the outside.
  • the first check valve 211a when the first check valve 211a is closed by the potential energy of rainwater in the discharge pipe 130, pressure is accumulated in the first flow pipe 211 so that the second check valve 212a is closed.
  • the rainwater may be discharged to the second flow pipe 212 while being opened, and at this time, the rainwater may be introduced into the pressure vessel 213 by pressure to pressurize the air in the pressure vessel 213.
  • the first check valve 211a is opened and the second check valve 212a is closed.
  • the rainwater may move upward along the second flow tube 212 by the compressed air pressure in the pressure vessel 213 to be stored in the storage tank 220.
  • the first check valve 211a is closed and the second check valve 212a is opened in a series of steps in which the rainwater is stored in the storage tank. 220 may be stored continuously.
  • the artificial culturing unit 300 may move rainwater discharged from the rainwater pumping storage unit 200 to be stored underground.
  • the artificial reinforcement unit 300 As shown in Figure 2, the artificial reinforcement unit 300, the collection tank 310, the filtration tube 320 and the injection well 330.
  • the collection tank 310 may collect rainwater discharged from the first flow pipe 211 through the first check valve 211a, and the collection tank 310 collects rainwater collected in the filter pipe 320. ) Or to the excess water discharge unit 400 to be described later.
  • the collection tank 310 may be connected to an air outlet 311 through which air in the collection tank 310 is discharged while rain is introduced so that the internal pressure of the collection tank 310 does not increase at an upper end thereof.
  • the air outlet 311 may be formed in a ring shape bent down, and, at the end of the air outlet 311 may be provided with a fine grid (311a) for preventing the introduction of insects and foreign matter.
  • the filtration tube 320 may remove impurities in the rainwater discharged from the collection tank 310, wherein the filtration tube 320 may be made of a sand filtration tube that can be simultaneously washed and filtered. .
  • the injection well 330 may be connected to the filtration pipe 320 to store the rainwater from which impurities are removed in the groundwater layer to utilize the rainwater as groundwater.
  • the injection well 330 is the same as the collection tank 310, the air in the injection well 300 is discharged while rain is introduced so that the internal pressure of the injection well 330 does not rise to the upper end
  • the bent ring-shaped air outlet 331 may be connected, the end of the air outlet 331 may be provided with a fine grid net 331a for preventing the introduction of insects and foreign matter.
  • the excess water discharge unit 400 may discharge rainwater that exceeds the storage capacity of the rainwater pumping storage unit 200 or rainwater that is not stored as groundwater in the artificial cultivation unit 300 to the outside.
  • the discharge part 400 includes a first drain 410 and a second drain 420.
  • the first drain 410 may discharge rainwater that exceeds the storage capacity of the rainwater pumping storage 200 to the outside.
  • the first drainage channel 410 is once in the storage tank 220. Is connected, the other end is connected to the collection tank 310, it is possible to discharge the rainwater flowing in excess of the storage capacity of the storage tank 220 to the collection tank 310 of the artificial regeneration unit 300. .
  • the second drain 420 is rainwater that is not stored in the artificial recharging unit 300 as groundwater and the excess rain of the storage tank 220 introduced into the collection tank 310 through the first drain 410. It may be discharged to the outside, specifically, the second drain 420 is connected to the collection tank 310 exceeds the injection capacity of the injection well 330 of the rainwater collected in the collection tank 310 The rainwater may be discharged to the outside, and at this time, the position of the inlet of the second drain 420 may be installed to be lower than the first check valve 211a.
  • Figure 2 is a block diagram of the excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention.
  • FIG. 3 is a first configuration diagram of the initial excellent exclusion unit according to the present invention.
  • the initial excellent exclusion unit 100 may be collected by removing the rainwater, the initial excellent exclusion unit 100 as shown in FIG. At least one collecting pipe 120 connected to the inlet pipe 110 and the discharge pipe 130 is connected to the collecting pipe 120.
  • FIG. 4 is a block diagram of an inlet pipe according to the present invention.
  • the inflow pipe 110 includes a first inflow pipe 111, a second inflow pipe 112, and a third inflow pipe 113.
  • the first inlet pipe 111 may have a rainwater inlet 114 at the top to vertically lower the rainwater flowing through the rainwater inlet 114, wherein the first inlet pipe 111 is
  • the rainwater inlet 114 may be provided with a first sieve 140 to purify the rainwater primarily.
  • the first inlet pipe 111 may be provided with an on-off valve 160 on one side, by opening the on-off valve 160 can discharge the initial excellent to the outside, in this case, by the water pressure to be described later The contaminants hanging on the second sieve 150 can be removed together.
  • the second inlet pipe 112 may be connected to the first inlet pipe 111 to horizontally move the rainwater, and the second inlet pipe 112 may purify the rainwater therein secondary.
  • the second sieve 150 may be provided.
  • the third inlet pipe 113 may be connected to the second inlet pipe 112 to vertically raise the rainwater and may be connected to the collection pipe 120 to be described later.
  • the collecting pipe 120 may collect rainwater flowing from the inflow pipe 110, where the collecting pipe 120 may be closed in stages as the water level of the rainwater being collected therein is increased.
  • FIG. 5 is a view showing a state of collecting rain in the collecting pipe according to the present invention.
  • the collection pipe 120 includes an upper opening and closing plate 121, a lower opening and closing plate 122 and the upper opening and closing plate 121, which are installed at a predetermined interval from the upper opening and closing plate 121. And a ball valve 123 provided between the lower opening and closing plate 122.
  • the upper opening and closing plate 121 may be installed on the inner circumferential surface of the collecting pipe 120 and a tapered inlet 121a may be formed in the center thereof.
  • the lower opening and closing plate 122 may be installed below the inner circumferential surface of the collection pipe 120 and may have a discharge outlet 122a tapered downward in the center thereof.
  • the ball valve 123 may rise between the upper opening and closing plate 121 and the lower opening and closing plate 122 with an excellent water level to close the inlet 121a.
  • the ball valve 123 when the ball valve 123 does not collect rainwater in the collection pipe 120, the ball valve 123 opens the outlet 122a of the lower opening and closing plate 122.
  • the rainwater level rises between the upper opening and closing plate 121 and the lower opening and closing plate 122.
  • the collection pipe 120 is closed by closing the inlet 121a of the upper opening and closing plate 121. ).
  • the turbid water collected inside can be re-disturbed to prevent movement to the discharge pipe 130 to be described later.
  • the collecting pipe 120 may be provided with an opening and closing valve 160 on one side, when the rain is stopped or dry, the turbid water or collected in the collecting pipe 120 by opening the opening and closing valve 160 Initial rainwater can be discharged to the outside.
  • the discharge pipe 130 may discharge the rainwater not collected in the collecting pipe 120 to the rainwater pumping storage unit 200 which will be described later by closing the collecting pipe 120.
  • the initial excellent exclusion unit 100 is a second embodiment, as shown in Figure 6, the rainwater is introduced inlet pipe 110, a plurality of collecting pipes 120 connected to the inlet pipe 110. And a discharge pipe 130 connected to the collection pipe 120.
  • the inlet pipe 110 and the discharge pipe 130 is the same as the configuration and content of the inlet pipe and the discharge pipe included in the first embodiment of the initial excellent exclusion unit and the detailed description thereof will be omitted.
  • the collecting pipe 120 may be connected in series with each other in a stepped up structure from the first collecting pipe connected to the inlet pipe 110 to the final collecting pipe connected to the discharge pipe 130 to collect the rainwater.
  • the collecting pipe 120 may be closed in stages by the rise of the water level of the rain is collected inside each collecting pipe 120 from the first collecting pipe to the final collecting pipe.
  • the collection pipe 120 is connected in series with each other in a stepped rise structure to prevent turbid water collected in each collection pipe 120 from being disturbed to move to the next collection pipe or the discharge pipe 130. Can be.
  • the rainwater pumping storage unit 200 may store the rainwater discharged from the initial rainwater exclusion unit 100 by moving upwards from the ground to a predetermined height.
  • the storm pumping storage unit 200 includes a hydraulic ram pump (210) and the storage tank 220.
  • FIG. 7 is a configuration diagram of a water hammer pump according to the present invention.
  • the water hammer pump 210 may move upwardly the rainwater discharged from the initial rainwater exclusion unit 100 upwardly by the force of gravity drop, where the water hammer pump 210 is shown in FIG. 7. As shown, a first flow tube 211, a first check valve 211a, a second flow tube 212, a second check valve 212a, and a pressure vessel 213 are included.
  • the first flow tube 211 may flow the rainwater discharged from the initial excellent exclusion unit 100, the first flow tube 211 is to the discharge pipe 130 included in the initial excellent exclusion unit 100 Can be connected.
  • the first check valve 211a may be installed in the first flow tube 211 to open and close the first flow tube 211. When the first check valve 211a is opened, the first flow tube 211 is opened. ) Rainwater in the interior may be discharged to the outside of the first flow tube (211).
  • One end of the second flow pipe 212 may be connected to the first flow pipe 211, and the other end of the second flow pipe 211 may be connected to the storage tank 220 to flow the rainwater to the storage tank 220.
  • the second check valve 212a may be installed in the second flow tube 212 to open and close the second flow tube 212, and the second check valve 212a may be formed by the first check valve 211a.
  • the water can flow into the pressure vessel 213 connected to the second flow tube 212 by the water hammer to compress the air in the pressure vessel 213, and the second pressure is changed by the pressure change.
  • the check valve 211a is closed, the compressed air in the pressure vessel 213 may be expanded to flow the rainwater to the storage tank 220 through the second flow pipe 212.
  • the pressure vessel 213 may be connected to the second flow tube 212, where the pressure vessel 213 is the second check valve on the basis of the flow direction of rainwater flowing through the second flow tube 212.
  • 212a may be connected to the rear end.
  • the rainwater discharged from the initial excellent exclusion unit 100 flows through the first flow pipe 211 and is discharged to the outside through the first check valve 211a.
  • the rainwater is gradually accelerated to reach a constant value.
  • the first check valve 211a is pressed and closed automatically by the force of the flow, and the rainwater is opened by opening the second check valve 212a by the water hammer according to the increase in water pressure.
  • the pressure vessel ( 213 may compress the compressed air to store the rainwater in the storage tank 220 via the second flow pipe 212.
  • the storage tank 220 may be stored at a predetermined height on the ground to store the rainwater moved upward by the water hammer pump 210, the storage tank 220 is a three-way T-shaped opening and closing valve 221 on one side
  • the on-off valve 221 By opening the on-off valve 221 to one side outlet of the on-off valve 221 can be supplied to use the rainwater stored in the storage tank 220 for various purposes, the on-off valve 221
  • the other side of the discharge port may be to discharge the washing water in the storage tank 220 to the outside.
  • the first check valve 211a when the first check valve 211a is closed by the potential energy of rainwater in the discharge pipe 130, pressure is accumulated in the first flow pipe 211 so that the second check valve 212a is closed.
  • the rainwater may be discharged to the second flow pipe 212 while being opened, and at this time, the rainwater may be introduced into the pressure vessel 213 by pressure to pressurize the air in the pressure vessel 213.
  • the first check valve 211a is opened and the second check valve 212a is closed.
  • the rainwater may move upward along the second flow tube 212 by the compressed air pressure in the pressure vessel 213 to be stored in the storage tank 220.
  • the first check valve 211a is closed and the second check valve 212a is opened in a series of steps in which the rainwater is stored in the storage tank. 220 may be stored continuously.
  • the artificial culturing unit 300 may move rainwater discharged from the rainwater pumping storage unit 200 to be stored underground.
  • the artificial reinforcement unit 300 As shown in Figure 2, the artificial reinforcement unit 300, the collection tank 310, the filtration tube 320 and the injection well 330.
  • the collection tank 310 may collect rainwater discharged from the first flow pipe 211 through the first check valve 211a, and the collection tank 310 collects rainwater collected in the filter pipe 320. ) Or to the excess water discharge unit 400 to be described later.
  • the collection tank 310 may be connected to an air outlet 311 through which air in the collection tank 310 is discharged while rain is introduced so that the internal pressure of the collection tank 310 does not increase at an upper end thereof.
  • the air outlet 311 may be formed in a ring shape bent down, and, at the end of the air outlet 311 may be provided with a fine grid (311a) for preventing the introduction of insects and foreign matter.
  • the filtration tube 320 may remove impurities in the rainwater discharged from the collection tank 310, wherein the filtration tube 320 may be made of a sand filtration tube that can be simultaneously washed and filtered. .
  • the injection well 330 may be connected to the filtration pipe 320 to store the rainwater from which impurities are removed in the groundwater layer to utilize the rainwater as groundwater.
  • the injection well 330 is the same as the collection tank 310, the air in the injection well 300 is discharged while rain is introduced so that the internal pressure of the injection well 330 does not rise to the upper end
  • the bent ring-shaped air outlet 331 may be connected, the end of the air outlet 331 may be provided with a fine grid net 331a for preventing the introduction of insects and foreign matter.
  • the excess water discharge unit 400 may discharge rainwater that exceeds the storage capacity of the rainwater pumping storage unit 200 or rainwater that is not stored as groundwater in the artificial cultivation unit 300 to the outside.
  • the discharge part 400 includes a first drain 410 and a second drain 420.
  • the first drain 410 may discharge rainwater that exceeds the storage capacity of the rainwater pumping storage 200 to the outside.
  • the first drainage channel 410 is once in the storage tank 220. Is connected, the other end is connected to the collection tank 310, it is possible to discharge the rainwater flowing in excess of the storage capacity of the storage tank 220 to the collection tank 310 of the artificial regeneration unit 300. .
  • the second drain 420 is rainwater that is not stored in the artificial recharging unit 300 as groundwater and the excess rain of the storage tank 220 introduced into the collection tank 310 through the first drain 410. It may be discharged to the outside, specifically, the second drain 420 is connected to the collection tank 310 exceeds the injection capacity of the injection well 330 of the rainwater collected in the collection tank 310 The rainwater may be discharged to the outside, and at this time, the position of the inlet of the second drain 420 may be installed to be lower than the first check valve 211a.
  • FIG. 8 is a block diagram of the excellent initial exclusion, storage, artificial cultivation method according to the present invention.
  • the initial excellent exclusion step (S100) is a step of purifying the initial excellent water sequentially and collecting in the collecting pipe installed in proportion to the excellent collecting area.
  • FIG. 9 is a block diagram of the initial excellent exclusion step in accordance with the present invention.
  • the initial excellent first purification process S110 is a process of firstly purifying initial excellent water by the first strainer 140 and introducing the first excellent water into the inlet pipe 110.
  • the initial excellent second purification step (S120) is a process of secondarily purifying the initial excellent water by the second strainer 150 provided in the inlet pipe 110 and introducing the initial collecting pipe into the first collecting pipe.
  • the initial excellent continuous collection process is a collection pipe (increasing the level of the initial excellent water collected in each collecting pipe 120 from the first collecting pipe 120 to the final collecting pipe of the plurality of collecting pipes 120 connected in series ( It is a process of collecting the initial excellent stage by stage until 120 is closed.
  • the rainwater discharge process (S140) excluded from the initial rainwater is a step of discharging rainwater not collected in the final collecting pipe to the rainwater pumping storage unit 200 by closing the final collecting pipe.
  • the collected initial excellent discharge process (S150) is open to the opening and closing valve 160 provided in the inlet pipe 110 and the collecting pipe 120 is collected in the inlet pipe 110 and each collecting pipe 120. This is the process of discharging the initial excellent water to the outside.
  • the rainwater pumping storage step (S200) is a step of storing the rainwater from which the initial rainwater is excluded by moving upwards from the ground to a predetermined height by the water hammer pump.
  • FIG. 10 is a block diagram of a good pumping storage step according to the present invention.
  • the rain pumping storage step (S200) is, as shown in Figure 10, the first check valve rain water discharge process (S210), the second check valve opening process (S220), pressure vessel pressure raising step 230 and rain water storage process ( S240).
  • the first check valve rainwater discharge process S210 is a process of discharging the rainwater to the outside by opening the first check valve 211a included in the water hammer pump 210.
  • the second check valve opening step S220 may press open the second check valve 212a included in the water hammer pump 210 by water pressure. It is a process.
  • the first check valve 211a is pressed against the force by the flow and automatically closed.
  • the rainwater may be opened by pressing the second check valve 212a by a water hammer according to the increase in water pressure.
  • the pressure vessel pressure raising step 230 is a step of introducing air into the pressure vessel 213 by rainwater pressure due to the opening of the second check valve 212a to pressurize the air in the pressure vessel 213.
  • the second check valve 212a is closed to pressurize the rainwater in which the air in the pressure vessel 213 is compressed.
  • the rainwater is stored in the storage tank 220 via the pressure vessel 213 and the second flow tube 212 included in the water hammer pump 210. Can be stored.
  • the artificial cultivation step (S300) is a step of storing the rainwater to move underground.
  • FIG. 11 is a block diagram of the artificial rehabilitation step according to the present invention.
  • the rainwater collecting process (S310) is introduced through the first drain passage 410 of the rainwater discharged from the first check valve 211a of the water hammer pump 210 and the excess rainwater discharge unit 400 shown in FIG. 2.
  • the rainwater may be collected in the collection tank 310 included in the artificial recharge unit (300).
  • the rainwater filtering process (S320) is a process of removing impurities contained in the rainwater collected in the rainwater collecting process (S310), wherein the rainwater is included in the artificial regeneration unit 300 to perform washing and filtration at the same time.
  • the impurities may be removed by flowing the filter tube 320.
  • the underground culturing process (S330) is a process of storing the rainwater in which the impurities are removed in the rainwater filtration process (S320) in the groundwater layer, the rainwater is stored in the groundwater layer through the injection well 330 connected to the filter pipe 320 By doing so, the rainwater can be utilized as groundwater.
  • the excess rain external discharge process (S340) is discharged to the outside through the second drain 420 of the rain that exceeds the artificial cultivation capacity stored in the underground culture process (S330) of the rain collected in the collection tank (310).
  • the excess rain external discharge step (S340) of the rain drops in the collection area, rainwater excluded in the initial excellent exclusion step (S100), rainwater stored in the rainwater pumping storage step (S200) and the artificial cultivation step Except the rainwater stored as groundwater in (S300) can discharge only the rainwater to the outside to reduce the amount of rainwater runoff.
  • the initial rainwater can be sequentially purified and collected in stages to be discharged to the outside, and the rainwater excluded from the initial rainwater can be used for various purposes by being stored at a high position on the ground by the powerlessness. Since artificial rainwater can be utilized as groundwater by excavating rainwater that is excluded, it can be used more effectively in rainwater applications.

Abstract

The apparatus for removing, storing and artificially recharging early-stage rainwater according to the present invention, comprises: an early-stage rainwater removing unit for collecting and removing rainwater; a rainwater pumping and storage unit for moving the rainwater discharged by the early-stage rainwater removing unit to a predetermined height from the ground and storing the pumped rainwater; an artificial recharge unit for moving the rainwater discharged by the rainwater pumping and storage unit underground and storing the rainwater; and an overflow rainwater discharge unit for discharging to the outside the rainwater exceeding the storage capacity of the rainwater pumping and storage unit or the rainwater which is not stored as underground water in the artificial recharge unit.

Description

우수 초기배제, 저장, 인공함양 장치 및 이를 이용한 우수 초기배제, 저장, 인공함양 방법Excellent initial exclusion, storage and artificial cultivation device and excellent initial exclusion, storage and artificial cultivation method
본 발명은 우수 초기배제, 저장, 인공함양 장치 및 이를 이용한 우수 초기배제, 저장, 인공함양 방법에 관한 것으로서, 초기 우수를 포집하여 제거할 수 있고, 초기 우수가 배제된 우수를 지상에서 높은 위치에 저장하거나 지하에 인공함양할 수 있는 우수 초기배제, 저장, 인공함양 장치 및 이를 이용한 우수 초기배제, 저장, 인공함양 방법에 관한 것이다.The present invention relates to rainwater initial exclusion, storage, artificial cultivation apparatus and rainwater initial exclusion, storage, artificial cultivation method using the same, can collect and remove the initial rainwater, the rainwater that is excluded the initial rainwater to a high position on the ground Excellent initial exclusion, storage, artificial cultivation apparatus that can be stored or artificially cultivated underground and excellent initial exclusion, storage, artificial cultivation method using the same.
우리나라는 세계적으로 볼 때 물부족 국가에 속해 있고, 이를 해결하기 위한 효율적인 물의 관리와 확보 및 활용 방안이 시급히 요구되고 있는 실정이며, 그 대안으로는 우수를 효율적으로 이용하는 방법들이 다각적으로 검토 및 개발되고 있다.Korea is one of the countries with insufficient water in the world, and there is an urgent need for efficient water management, securing and utilization to solve this problem. As alternatives, various methods to efficiently use rainwater are reviewed and developed. have.
특히 빗물, 즉 우수를 저장 및 활용하는 방법으로서 학교, 공공시설 및 가정 등에서는 저장탱크를 만들어 우수를 저장하고, 저장된 물을 생활용수나 조경용수 및 소방용수로 활용하고 있다.In particular, as a method of storing and utilizing rainwater, that is, rainwater, schools, public facilities, and homes are making storage tanks to store rainwater and using the stored water as living water, landscaping water, and firefighting water.
그런데, 이러한 우수는 대기 중의 여러 오염물질을 함께 씻어내리며, 지표면에서도 각종 오염물질이 포함된 상태로 이동하므로, 이러한 우수를 이용하기 위해서는 오염 문제를 해결해야만 한다. 특히 비점오염물질은 초기 우천시 다량의 오염물질이 우수과 함께 흘러내리게 되는바, 이러한 초기 우수에 대한 대책이 무엇보다 중요하다고 할 수 있다.However, this rainwater washes away various pollutants in the air, and moves to a state in which various pollutants are contained on the surface of the earth. Therefore, in order to use the rainwater, a pollution problem must be solved. Particularly, non-point pollutants are polluted with rainwater during the early rainy days. Therefore, the measures for the initial rainwater are most important.
그러나 종래의 우수 저장 및 활용방법들은 단순히 우수를 모아 저장한 후, 음용수설비, 오염물질처리장치 및 생활용수, 조경용수, 공업용수, 소방용수 등의 재활용설비로 공급하는데 그치고 있는 실정이며, 더 나아가 집중호우나 평상시 저수량을 조절하는 역할을 하지 못하고, 초기 우수에 포함된 이물질이나 오염물질을 효과적으로 제거하지 못하고 있는 실정이다.However, the conventional rainwater storage and utilization methods simply collect rainwater and store it, and then supply it to recycling facilities such as drinking water facilities, pollutant treatment devices and living water, landscaping water, industrial water, and fire water. It does not play a role of regulating heavy rains or ordinary low water and does not effectively remove foreign substances or pollutants included in the initial rainwater.
도 1은 종래의 우수통제시설물의 개념도이다.1 is a conceptual diagram of a conventional stormwater control facility.
예를 들어, 특허출원번호 제10-2003-0034774호는 우수통제시설물을 소개하고 있는데, 상기 발명은 도 1에 도시된 바와 같이, 초기 우수를 분류하여 배제한 후, 상기 초기 우수가 배제된 우수를 저류하여 정화하는 우수통제장치(20); 및 상기 우수통제장치로부터 유입되는 상기 초기 우수를 저장 보관하여 필요시 취수할 수 있도록 하는 우수저류조(30)를 포함하여 산성도가 높은 초기우수를 배제하여 우수를 집수한 후, 집수된 우수를 규격화된 저장조에 저장 보관함으로써, 우수를 다양한 용도로 대체하여 활용할 수 있다.For example, Patent Application No. 10-2003-0034774 introduces a stormwater control facility, the invention is shown in Figure 1, after classifying and excluded the initial storm, the storm after the initial storm is excluded. Rainwater control device 20 for storage and purification; And a rainwater storage tank (30) for storing and storing the initial rainwater flowing from the rainwater control device so that it can be collected when needed, and after collecting rainwater by removing the initial rainwater having high acidity, the collected rainwater is standardized. By storing and storing in a reservoir, rainwater can be used for various purposes.
그러나, 상기 발명은 초기 우수를 배제할 수 있을 뿐, 초기 우수를 정화시키면서 단계적으로 포집하여 제거할 수 없으므로 우수포집 면적 및 대기와 포집면 오염 정도에 따라 초기 배제해야 할 우수의 양적 변화에 유연하게 대처할 수가 없고, 또한, 초기 우수가 배제된 우수를 지상에서 높은 위치에 저장하거나 지하에 인공함양할 수 없어 많은 양의 우수가 배수로에 유입되는 경우 저지대 배수로 역류 현상에 의해 홍수를 야기할 수 있는 문제점이 있다.However, the present invention can only exclude the initial rainwater, and can not be collected and removed step by step while purifying the initial rainwater, so it is flexible to the quantitative change of rainwater that should be excluded early according to the rainwater trapping area and the degree of pollution of the air and the collecting surface. Problems that can cause flooding by low-flow drainage backflow when large amounts of stormwater enter the drainage because rainwater that cannot be coped and can not be stored at a high position above the ground or artificially re-cultivated underground There is this.
본 발명은 상기한 바와 같은 문제를 해결하기 위해 발명된 것으로, 초기 우수를 순차적으로 정화시키며 우수포집 면적 및 대기와 포집면 오염 정도에 따라 유연하게 포집관수를 조절하여 단계적으로 포집하여 외부로 배출시킬 수 있고, 초기 우수가 배제된 우수를 무동력에 의해 지상에서 높은 위치에 저장시키거나 지하에 인공함양시켜 배수로에 유입되는 우수의 양을 최소화함으로써 홍수를 예방할 수 있는 우수 초기 배제, 저장, 인공함양 장치 및 이를 이용한 우수 초기배제, 저장, 인공함양 방법을 제공하는 것을 목적으로 한다.The present invention was invented to solve the problems as described above, purify the initial rainwater in sequence and by flexibly adjusting the number of collection pipes according to the rainwater capture area and the degree of pollution of the air and trapping surface to collect step by step to discharge to the outside Can be stored in a high position above the ground by manpower or artificially reinforced underground to minimize the amount of rainwater that flows into the drainage. And to provide an excellent initial exclusion, storage, artificial cultivation method using the same.
상기한 바와 같은 목적을 달성하기 위해 본 발명에 따른 우수 초기배제, 저장, 인공함양 장치는 우수를 포집하여 제거하는 초기우수 배제부; 상기 초기우수 배제부에서 배출된 우수를 지상에서 일정 높이로 상방 이동시켜 저장하는 우수 펌핑저장부; 상기 우수 펌핑저장부에서 배출된 우수를 지하로 이동시켜 저장하는 인공 함양부; 및 상기 우수 펌핑저장부의 저장용량을 초과하는 우수 또는 상기 인공 함양부에 지하수로 저장되지 않은 우수를 외부로 배출하는 초과우수 배출부;를 포함하는 것을 특징으로 한다.Excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention to achieve the object as described above is the initial excellent exclusion unit for collecting and removing rainwater; Rainwater pumping storage unit for storing the rainwater discharged from the initial excellent exclusion to move upwards from the ground to a certain height; An artificial reinforcement unit for storing rainwater discharged from the rainwater pumping storage unit underground; And an excellent rainwater discharge unit for discharging rainwater that exceeds the storage capacity of the rainwater pumping storage unit or rainwater that is not stored as groundwater to the artificial reclaiming unit to the outside.
또한, 상기 초기우수 배제부는, 상기 우수가 유입되는 유입관; 상기 유입관과 연결되며 상기 우수를 포집하는 적어도 하나 이상의 포집관; 및 상기 포집관과 연결되며 상기 포집관의 폐쇄로 상기 포집관에서 포집되지 않은 우수를 상기 우수 펌핑저장부로 배출시키는 배출관;을 포함하고, 상기 포집관은 내부에 포집되는 우수의 수위 상승으로 폐쇄되는 것을 특징으로 한다.In addition, the initial excellent exclusion unit, the inflow pipe in which the rainwater is introduced; At least one collecting tube connected to the inlet tube and collecting the rainwater; And a discharge pipe connected to the collecting pipe and discharging the rainwater that is not collected in the collecting pipe to the rainwater pumping storage unit by the closing of the collecting pipe, wherein the collecting pipe is closed by a rise in the water level of the rainwater that is collected therein. It is characterized by.
또한, 상기 초기우수 배제부는, 상기 우수가 유입되는 유입관; 상기 유입관과 연결되며 계단식 오름 구조로 서로 연결되어 상기 우수를 포집하는 복수개의 포집관; 및 상기 포집관과 연결되며 상기 포집관의 폐쇄로 상기 포집관에서 포집되지 않은 우수를 상기 우수 펌핑저장부로 배출시키는 배출관;을 포함하고, 상기 포집관은 직렬로 연결된 복수개의 포집관 중 최초 포집관으로부터 최종 포집관까지 각각의 포집관 내부에 포집되는 우수의 수위 상승으로 단계적으로 폐쇄되는 것을 특징으로 한다.In addition, the initial excellent exclusion unit, the inflow pipe in which the rainwater is introduced; A plurality of collecting pipes connected to the inlet pipe and connected to each other in a stepped rise structure to collect the rainwater; And a discharge pipe connected to the collecting pipe and discharging the rainwater not collected in the collecting pipe to the rainwater pumping storage unit by closing the collecting pipe, wherein the collecting pipe is the first collecting pipe among the plurality of collecting pipes connected in series. It is characterized in that it is closed in stages by the rise of the water level of rainwater collected inside each collector pipe from the to the final collector pipe.
또한, 상기 유입관은, 상기 우수를 수직 하강시키는 제 1유입관; 상기 제 1유입관과 연결되어 상기 우수를 수평 이동시키는 제 2유입관; 및 상기 제 2유입관과 연결되어 상기 우수를 수직 상승시키는 제 3유입관;을 포함하고, 상기 제 1유입관은 우수 유입부에 상기 우수를 정화시키는 제 1거름망을 구비하며, 상기 제 2유입관은 내부에 상기 우수를 정화시키는 제 2거름망을 구비하는 것을 특징으로 한다.In addition, the inlet pipe, the first inlet pipe for vertically lowering the rainwater; A second inlet pipe connected to the first inlet pipe to horizontally move the rainwater; And a third inlet pipe connected to the second inlet pipe to vertically raise the rainwater, wherein the first inlet pipe has a first strainer for purifying the rainwater to the rainwater inlet. The tube is characterized by having a second sieve for purifying the rainwater therein.
또한, 상기 포집관은, 상기 포집관의 내주면 상부에 설치되며 중앙에 상부로 테이퍼진 유입구가 형성된 상부 개폐판; 상기 포집관의 내주면 하부에 설치되며 중앙에 하부로 테이퍼진 배출구가 형성된 하부 개폐판; 및 상기 상부 개폐판과 하부 개폐판 사이에서 우수의 수위 상승으로 부상하여 상기 유입구를 폐쇄시키는 볼 밸브;를 포함하는 것을 특징으로 한다.In addition, the collecting pipe, the upper opening and closing plate is formed on the inner circumferential surface of the collecting pipe and the tapered inlet in the upper portion; A lower opening and closing plate installed below the inner circumferential surface of the collection pipe and having a discharge outlet tapered downward in the center thereof; And a ball valve floating between the upper opening and closing plates and the lower opening and closing plate in order to close the inlet by rising to an excellent water level.
또한, 상기 우수 펌핑저장부는, 상기 초기우수 배제부에서 배출된 우수를 무동력에 의해 상방 이동시키는 수격 펌프(hydraulic ram pump); 및 상기 수격 펌프에 의해 상방 이동된 우수를 저장하는 저장 탱크;를 포함하는 것을 특징으로 한다.In addition, the storm pumping storage unit, a hydraulic ram pump (moving ram pump) for moving the rainwater discharged from the initial excellent exclusion unit upward by the non-power; And a storage tank for storing the rainwater moved upward by the water hammer pump.
또한, 상기 수격 펌프는, 상기 초기우수 배제부에서 배출된 우수를 유동시키는 제 1유동관; 상기 제 1유동관에 설치되어 상기 제 1유동관을 개폐시키는 제1 체크밸브; 상기 제 1유동관에 일 단이 연결되고 상기 저장 탱크에 타 단이 연결되어 상기 우수를 상기 저장 탱크로 유동시키는 제 2유동관; 상기 제 2유동관에 설치되어 상기 제 2유동관을 개폐시키는 제2 체크밸브; 및 상기 제 2유동관에 연결되는 압력 용기;를 포함하고, 상기 수격 펌프는, 상기 제1 체크밸브가 개방되는 경우 상기 우수를 상기 제 1유동관 외부로 배출하고, 상기 제1 체크밸브가 폐쇄되는 경우 수격 작용에 의해 상기 제2 체크밸브가 개방되면서 우수의 유입으로 상기 압력 용기의 내부 공기가 압축되며, 상기 제 1유동관의 압력 변화에 의해 상기 제2 체크밸브가 폐쇄되는 경우 상기 압력 용기 내부의 압축 공기가 팽창하여 상기 우수를 상기 제 2유동관을 통해 상기 저장 탱크에 저장하는 것을 특징으로 한다.In addition, the water hammer pump, the first flow pipe for flowing the rainwater discharged from the initial excellent exclusion portion; A first check valve installed in the first flow tube to open and close the first flow tube; A second flow tube having one end connected to the first flow tube and the other end connected to the storage tank to flow the rainwater to the storage tank; A second check valve installed in the second flow tube to open and close the second flow tube; And a pressure vessel connected to the second flow pipe, wherein the water hammer pump discharges the rainwater to the outside of the first flow pipe when the first check valve is opened, and closes the first check valve. When the second check valve is opened by the water hammer, the air inside the pressure vessel is compressed by the inflow of rainwater, and when the second check valve is closed by the pressure change of the first flow tube, the pressure inside the pressure vessel is compressed. Air expands and stores the rainwater in the storage tank through the second flow tube.
또한, 상기 인공 함양부는, 상기 제 1유동관에서 배출되는 우수를 포집하는 포집 탱크; 상기 포집 탱크에서 배출되는 우수 중의 불순물을 제거하는 여과관; 및 상기 여과관에 연결되어 불순물이 제거된 우수를 지하수층에 저장하는 주입 관정;을 포함하는 것을 특징으로 한다.The artificial recharging unit may further include: a collecting tank configured to collect rainwater discharged from the first flow pipe; A filter tube for removing impurities in rainwater discharged from the collection tank; And an injection well connected to the filtration tube to store rainwater from which impurities are removed in the groundwater layer.
또한, 상기 포집 탱크와 주입 관정은 공기를 배출하여 내부 압력의 상승을 방지하는 공기 배출관이 각각 연결되고, 상기 공기 배출관은 끝단에 곤충 및 이물질의 유입을 방지하는 격자망이 각각 구비된 것을 특징으로 한다.In addition, the collection tank and the injection well is connected to each of the air discharge pipe to discharge the air to prevent the increase in the internal pressure, the air discharge pipe is characterized in that each end is provided with a grid to prevent the inflow of insects and foreign matter do.
또한, 상기 초과우수 배출부는, 상기 저장 탱크의 저장용량을 초과하는 우수를 상기 포집 탱크로 배출하는 제 1배수로; 및 상기 포집 탱크에 포집된 우수 중 상기 주입관정의 인공함양 용량을 초과하는 우수를 외부로 배출하는 제 2배수로;를 포함하는 것을 특징으로 한다.In addition, the excess water discharge unit, the first drain to discharge the rainwater in excess of the storage capacity of the storage tank to the collection tank; And a second drainage channel which discharges rainwater that exceeds the artificial cultivation capacity of the injection well to the outside of the rainwater collected by the collection tank.
또한, 본 발명에 따른 우수 초기배제, 저장, 인공함양 방법은 초기우수를 순차적으로 정화시키며 포집하는 초기우수 배제단계; 상기 초기우수가 배제된 우수를 수격 펌프에 의해 지상에서 일정 높이로 상방 이동시켜 저장하는 우수 펌핑저장단계; 및 상기 우수를 지하로 이동시켜 저장하는 인공 함양단계;를 포함하고, 상기 우수 펌핑저장단계는, 상기 수격 펌프에 포함된 제1 체크밸브의 개방으로 상기 우수를 외부로 배출하는 제1 체크밸브 우수 배출공정; 상기 제1 체크밸브가 압상되어 폐쇄되는 경우, 수압에 의해 상기 수격 펌프에 포함된 제2 체크밸브를 압상하여 개방하는 제2 체크밸브 개방공정; 상기 제2 체크밸브가 개방되는 경우, 수압에 의해 상기 수격 펌프에 포함된 압력용기의 내부 공기를 압상하는 압력용기 압상공정; 및 상기 압력용기 내 공기압 상승으로 상기 제2 체크밸브가 폐쇄되는 경우, 압력용기 내 공기압에 의해 상기 우수를 저장 탱크로 상승 유동시켜 저장하는 우수 저장 공정;을 포함하는 것을 특징으로 한다.In addition, the excellent initial exclusion, storage, artificial cultivation method according to the present invention is the initial excellent exclusion step of sequentially purifying and collecting the initial excellent; An excellent pumping storage step of storing the rainwater from which the initial excellent water is excluded by moving upward from the ground to a predetermined height by a water hammer; And an artificial rehabilitation step of moving the rainwater underground and storing the rainwater pumping step. The rainwater pumping storage step includes: a first check valve rainwater discharged to the outside by opening a first check valve included in the water hammer pump; Discharge process; A second check valve opening step of pressing and opening the second check valve included in the water hammer by the hydraulic pressure when the first check valve is pressed and closed; A pressure vessel pressing step of pressing the internal air of the pressure vessel included in the water hammer by the hydraulic pressure when the second check valve is opened; And a rainwater storage step of storing the rainwater by flowing up and storing the rainwater into the storage tank by the air pressure in the pressure vessel when the second check valve is closed by the air pressure rise in the pressure vessel.
더불어, 상기 인공 함양단계는, 상기 수격 펌프에서 배출되는 우수를 포집하는 우수 포집공정; 상기 우수 포집 공정에서 포집된 우수에 포함된 불순물을 제거하는 우수 여과공정; 상기 우수 여과 공정에서 불순물이 제거된 우수를 지하수층에 저장하는 지하 함양공정; 및 상기 지하함양 공정에서 저장되는 인공함양 용량을 초과하는 우수를 외부로 배출하는 초과 우수 외부 배출 공정;을 포함하는 것을 특징으로 한다.In addition, the artificial rehabilitation step, rainwater collecting process for collecting rainwater discharged from the water hammer pump; Rainwater filtration process for removing impurities contained in rainwater collected in the rainwater collecting process; An underground cultivation step of storing rainwater from which impurities are removed in the rainwater filtering process in an underground water layer; And excess rain external discharge process for discharging rainwater that exceeds the artificial cultivation capacity stored in the underground culture process to the outside.
상기한 바와 같이 본 발명에 따른 우수 초기배제, 저장, 인공함양 장치 및 이를 이용한 우수 초기배제, 저장, 인공함양 방법에 의하면, 초기 우수를 순차적으로 정화시키며 단계적으로 포집하여 외부로 배출시킬 수 있는 효과가 있다.As described above, according to the rainwater initial exclusion, storage, artificial cultivation apparatus and rainwater initial exclusion, storage, artificial cultivation method using the same, the effect that can be discharged to the outside by sequentially purifying the initial rainwater step by step There is.
또한, 본 발명에 따르면, 초기 우수가 배제된 우수를 무동력에 의해 지상에서 높은 위치에 저장하여 다양한 용도로 이용할 수 있는 효과가 있다.In addition, according to the present invention, there is an effect that can be used for a variety of applications by storing the rainwater that is excluded from the initial rainwater in a high position on the ground by the powerless.
또한, 본 발명에 따르면, 초기 우수가 배제된 우수를 지하에 인공함양시켜 지하수로 활용할 수 있는 효과가 있다.In addition, according to the present invention, there is an effect that can be utilized as groundwater by artificially cultivating the rainwater, the initial rain is excluded.
더불어, 본 발명에 따르면, 배수로에 유입되는 우수의 양을 최소화함으로써 홍수를 예방할 수 있는 효과가 있다.In addition, according to the present invention, there is an effect that can prevent the flood by minimizing the amount of rainwater flowing into the drain.
도 1은 종래의 우수통제시설물의 개념도이다.1 is a conceptual diagram of a conventional stormwater control facility.
도 2는 본 발명에 따른 우수 초기배제, 저장, 인공함양 장치의 구성도이다.Figure 2 is a block diagram of the excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention.
도 3은 본 발명에 따른 초기우수 배제부의 제 1구성도이다.3 is a first configuration diagram of the initial excellent exclusion unit according to the present invention.
도 4는 본 발명에 따른 유입관의 구성도이다.4 is a block diagram of an inlet pipe according to the present invention.
도 5는 본 발명에 따른 포집관에서 우수를 포집하는 모습을 보여주는 도이다.5 is a view showing a state of collecting rain in the collecting pipe according to the present invention.
도 6은 본 발명에 따른 초기우수 배제부의 제 2구성도이다.6 is a second configuration of the initial excellent exclusion unit according to the present invention.
도 7은 본 발명에 따른 수격 펌프의 구성도이다.7 is a configuration diagram of a water hammer pump according to the present invention.
도 8은 본 발명에 따른 우수 초기배제, 저장, 인공함양 방법의 블록도이다.8 is a block diagram of the excellent initial exclusion, storage, artificial cultivation method according to the present invention.
도 9는 본 발명에 따른 초기우수 배제단계의 블록도이다.9 is a block diagram of the initial excellent exclusion step in accordance with the present invention.
도 10은 본 발명에 따른 우수 펌핑저장단계의 블록도이다.10 is a block diagram of a good pumping storage step according to the present invention.
도 11은 본 발명에 따른 인공 함양단계의 블록도이다.11 is a block diagram of the artificial rehabilitation step according to the present invention.
< 도면의 주요 부분에 대한 부호의 설명 ><Description of Symbols for Main Parts of Drawings>
100:초기우수 배제부 110:유입관100: Initial excellent exclusion part 110: Inflow pipe
111:제 1유입관 112:제 2유입관111: first inflow pipe 112: second inflow pipe
113:제 3유입관 114:우수 유입부 113: third inlet pipe 114: excellent inlet
120:포집관 121:상부 개폐판120: collecting pipe 121: upper opening and closing board
121a:유입구 122:하부 개폐판121a: Inlet 122: Lower opening and closing plate
122a:배출구 123:볼 밸브122a: outlet 123: ball valve
130:배출관 140:제 1거름망130: discharge pipe 140: first strainer
150:제 2거름망 160,221:개폐 밸브150: second strainer 160,221: opening and closing valve
200:우수 펌핑저장부 210:수격 펌프200: excellent pumping storage 210: water hammer pump
211:제 1유동관 211a:제1 체크밸브211: 1st flow pipe 211a: 1st check valve
212:제 2유동관 212a:제2 체크밸브212: 2nd flow pipe 212a: 2nd check valve
213:압력 용기 220:저장 탱크213: pressure vessel 220: storage tank
300:인공 함양부 310:포집 탱크300: Artificial recharge part 310: Collection tank
311,331:공기배출구 311a,331a:격자망311,331: Air outlet 311a, 331a: Grid network
320:여과관 330:주입관정320: filter 330: injection well
400:초과우수 배출부 410:제 1배수로400: excess water discharge part 410: first drain
420:제 2배수로420: the second multiple
S100:초기우수 배제단계S100: Initial excellent exclusion stage
S110:초기우수 제 1정화공정S110: Initial excellent first purification process
S120:초기우수 제 2정화공정S120: First Excellent Purification Process
S130:초기우수 연속 포집공정S130: Initial excellent continuous collection process
S140:초기우수 배제된 우수 배출공정S140: Rainwater discharge process without initial rain
S150:포집된 초기우수 배출공정S150: Captured initial rainwater discharge process
S200:우수 펌핑저장단계S200: Excellent pumping storage stage
S210:제1 체크밸브 우수 배출공정S210: Excellent discharge process for the first check valve
S220:제2 체크밸브 개방공정S220: 2nd check valve opening process
S230:압력용기 압상공정S230: pressure vessel rolling process
S240:우수 저장공정S240: Excellent storage process
S300:인공 함양단계S300: Artificial Cultivation Stage
S310:우수 포집공정S310: Excellent collection process
S320:우수 여과공정S320: Excellent filtration process
S330:지하 함양공정S330: Underground Cultivation Process
S340:초과우수 외부 배출공정S340: Super excellent external discharge process
이하, 첨부된 도면을 참조하여 본 발명의 실시 예를 상세히 설명한다. 우선, 도면들 중 동일한 구성요소 또는 부품들은 가능한 한 동일한 참조부호를 나타내고 있음에 유의해야 한다. 본 발명을 설명함에 있어서 관련된 공지기능 혹은 구성에 대한 구체적인 설명은 본 발명의 요지를 모호하게 하지 않기 위해 생략한다.Hereinafter, with reference to the accompanying drawings will be described an embodiment of the present invention; First, it should be noted that the same components or parts in the drawings represent the same reference numerals as much as possible. In describing the present invention, detailed descriptions of related well-known functions or configurations are omitted in order not to obscure the gist of the present invention.
도 2는 본 발명에 따른 우수 초기배제, 저장, 인공함양 장치의 구성도이다.Figure 2 is a block diagram of the excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention.
본 발명에 따른 우수 초기배제, 저장, 인공함양 장치는 도 2에 도시된 바와 같이, 초기우수 배제부(100), 우수 펌핑저장부(200), 인공 함양부(300) 및 초과우수 배출부(400)를 포함한다.Excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention, as shown in Figure 2, the initial excellent exclusion unit 100, rainwater pumping storage unit 200, artificial cultivation unit 300 and excess water discharge unit ( 400).
도 3은 본 발명에 따른 초기우수 배제부의 제 1구성도이다.3 is a first configuration diagram of the initial excellent exclusion unit according to the present invention.
상기 초기우수 배제부(100)는 우수를 포집하여 제거할 수 있는데, 상기 초기우수 배제부(100)는 제 1실시예로 도 3에 도시된 바와 같이, 우수가 유입되는 유입관(110), 상기 유입관(110)과 연결되는 적어도 하나 이상의 포집관(120) 및 상기 포집관(120)과 연결되는 배출관(130)을 포함한다.The initial excellent exclusion unit 100 may be collected by removing the rainwater, the initial excellent exclusion unit 100 as shown in FIG. At least one collecting pipe 120 connected to the inlet pipe 110 and the discharge pipe 130 is connected to the collecting pipe 120.
도 4는 본 발명에 따른 유입관의 구성도이다.4 is a block diagram of an inlet pipe according to the present invention.
상기 유입관(110)은 도 4에 도시된 바와 같이, 제 1유입관(111), 제 2유입관(112) 및 제 3유입관(113)을 포함한다.As shown in FIG. 4, the inflow pipe 110 includes a first inflow pipe 111, a second inflow pipe 112, and a third inflow pipe 113.
상기 제 1유입관(111)은 상부에 우수 유입부(114)를 구비하여 상기 우수 유입부(114)를 통해 유입된 우수를 수직 하강시킬 수 있는데, 여기서, 상기 제 1유입관(111)은 상기 우수 유입부(114)에 상기 우수를 1차적으로 정화시킬 수 있는 제 1거름망(140)을 구비할 수 있다.The first inlet pipe 111 may be provided with a rainwater inlet 114 at the top to vertically lower the rainwater flowing through the rainwater inlet 114, wherein the first inlet pipe 111 is The rainwater inlet 114 may be provided with a first sieve 140 to purify the rainwater primarily.
한편, 상기 제 1유입관(111)은 일 측에 개폐 밸브(160)를 구비할 수 있는데, 상기 개폐 밸브(160)를 개방함으로써 외부로 초기우수를 배출할 수 있고, 이때, 수압에 의해 후술할 상기 제 2거름망(150)에 걸려있는 오염물을 함께 제거할 수 있다.On the other hand, the first inlet pipe 111 may be provided with an on-off valve 160 on one side, by opening the on-off valve 160 can discharge the initial excellent to the outside, in this case, by the water pressure to be described later The contaminants hanging on the second sieve 150 can be removed together.
상기 제 2유입관(112)은 상기 제 1유입관(111)과 연결되어 상기 우수를 수평 이동시킬 수 있는데, 상기 제 2유입관(112)은 내부에 상기 우수를 2차적으로 정화시킬 수 있는 제 2거름망(150)을 구비할 수 있다.The second inlet pipe 112 may be connected to the first inlet pipe 111 to horizontally move the rainwater, and the second inlet pipe 112 may purify the rainwater therein secondary. The second strainer 150 may be provided.
상기 제 3유입관(113)은 상기 제 2유입관(112)과 연결되어 상기 우수를 수직 상승시킬 수 있으며 후술할 상기 포집관(120)과 연결될 수 있다.The third inlet pipe 113 may be connected to the second inlet pipe 112 to vertically raise the rainwater and may be connected to the collection pipe 120 to be described later.
상기 포집관(120)은 상기 유입관(110)으로부터 유입되는 우수를 포집할 수 있는데, 여기서, 상기 포집관(120)은 내부에 포집되는 우수의 수위 상승으로 단계적으로 폐쇄될 수 있다.The collecting pipe 120 may collect rainwater flowing from the inflow pipe 110, where the collecting pipe 120 may be closed in stages as the water level of the rainwater being collected therein is increased.
도 5는 본 발명에 따른 포집관에서 우수를 포집하는 모습을 보여주는 도이다.5 is a view showing a state of collecting rain in the collecting pipe according to the present invention.
상기 포집관(120)은 도 5에 도시된 바와 같이, 상부 개폐판(121), 상기 상부 개폐판(121)과 일정 간격 이격되어 설치되는 하부 개폐판(122) 및 상기 상부 개폐판(121)과 하부 개폐판(122) 사이에 구비되는 볼 밸브(123)를 포함한다.As shown in FIG. 5, the collection pipe 120 includes an upper opening and closing plate 121, a lower opening and closing plate 122 and the upper opening and closing plate 121, which are installed at a predetermined interval from the upper opening and closing plate 121. And a ball valve 123 provided between the lower opening and closing plate 122.
상기 상부 개폐판(121)은 상기 포집관(120)의 내주면 상부에 설치되며 중앙에 상부로 테이퍼진 유입구(121a)가 형성될 수 있다.The upper opening and closing plate 121 may be installed on the inner circumferential surface of the collecting pipe 120 and a tapered inlet 121a may be formed in the center thereof.
상기 하부 개폐판(122)은 상기 포집관(120)의 내주면 하부에 설치되며 중앙에 하부로 테이퍼진 배출구(122a)가 형성될 수 있다.The lower opening and closing plate 122 may be installed below the inner circumferential surface of the collection pipe 120 and may have a discharge outlet 122a tapered downward in the center thereof.
상기 볼 밸브(123)는 상기 상부 개폐판(121)과 하부 개폐판(122) 사이에서 우수의 수위 상승으로 부상하여 상기 유입구(121a)를 폐쇄시킬 수 있다.The ball valve 123 may rise between the upper opening and closing plate 121 and the lower opening and closing plate 122 with an excellent water level to close the inlet 121a.
구체적으로, 상기 볼 밸브(123)는 도 5의 (a)에 도시된 바와 같이, 상기 포집관(120) 내부에 우수를 포집하지 않은 경우, 상기 하부 개폐판(122)의 배출구(122a)를 폐쇄시키고, 도 5의 (b)에 도시된 바와 같이, 상기 포집관(120) 내부에 우수를 포집하는 경우, 상기 상부 개폐판(121)과 하부 개폐판(122) 사이에서 우수의 수위 상승으로 부상하며, 도 5의 (c)에 도시된 바와 같이, 상기 포집관(120) 내부에 우수를 모두 포집한 경우, 상기 상부 개폐판(121)의 유입구(121a)를 폐쇄시킴으로써 상기 포집관(120) 내부에 포집된 탁수가 재교란되어 후술할 배출관(130)으로 이동되는 것을 방지할 수 있다.Specifically, as shown in FIG. 5A, when the ball valve 123 does not collect rainwater in the collection pipe 120, the ball valve 123 opens the outlet 122a of the lower opening and closing plate 122. When closing and collecting rainwater in the collection pipe 120 as shown in (b) of FIG. 5, the rainwater level rises between the upper opening and closing plate 121 and the lower opening and closing plate 122. In case of injury, as shown in (c) of FIG. 5, when all of the rainwater is collected in the collection pipe 120, the collection pipe 120 is closed by closing the inlet 121a of the upper opening and closing plate 121. ), The turbid water collected inside can be re-disturbed to prevent movement to the discharge pipe 130 to be described later.
한편, 상기 포집관(120)은 일 측에 개폐 밸브(160)를 구비할 수 있는데, 비가 그치거나 건기시, 상기 개폐 밸브(160)를 개방함으로써 상기 포집관(120) 내부에 포집된 탁수 또는 초기우수를 외부로 배출할 수 있다.On the other hand, the collecting pipe 120 may be provided with an opening and closing valve 160 on one side, when the rain is stopped or dry, the turbid water or collected in the collecting pipe 120 by opening the opening and closing valve 160 Initial rainwater can be discharged to the outside.
상기 배출관(130)은 상기 포집관(120)의 폐쇄로 상기 포집관(120)에서 포집되지 않은 우수를 후술할 상기 우수 펌핑저장부(200)로 배출시킬 수 있다.The discharge pipe 130 may discharge the rainwater not collected in the collecting pipe 120 to the rainwater pumping storage unit 200 which will be described later by closing the collecting pipe 120.
상기 우수 펌핑저장부(200)는 상기 초기우수 배제부(100)에서 배출된 우수를 지상에서 일정 높이로 상방 이동시켜 저장할 수 있다.The rainwater pumping storage unit 200 may store the rainwater discharged from the initial rainwater exclusion unit 100 by moving upwards from the ground to a predetermined height.
구체적으로, 상기 우수 펌핑저장부(200)는 도 2에 도시된 바와 같이, 수격 펌프(hydraulic ram pump,210) 및 저장 탱크(220)를 포함한다.Specifically, the storm pumping storage unit 200, as shown in Figure 2, includes a hydraulic ram pump (210) and the storage tank 220.
도 7은 본 발명에 따른 수격 펌프의 구성도이다.7 is a configuration diagram of a water hammer pump according to the present invention.
상기 수격 펌프(210)는 상기 초기우수 배제부(100)에서 배출된 초기우수 배제된 우수를 중력 낙차에 의해 무동력으로 상방 이동시킬 수 있는데, 여기서, 상기 수격 펌프(210)는 도 7에 도시된 바와 같이, 제 1유동관(211), 제1 체크밸브(211a), 제 2유동관(212), 제2 체크밸브(212a) 및 압력 용기(213)를 포함한다.The water hammer pump 210 may move upwardly the rainwater discharged from the initial rainwater exclusion unit 100 upwardly by the force of gravity drop, where the water hammer pump 210 is shown in FIG. 7. As shown, a first flow tube 211, a first check valve 211a, a second flow tube 212, a second check valve 212a, and a pressure vessel 213 are included.
상기 제 1유동관(211)은 상기 초기우수 배제부(100)에서 배출된 우수를 유동시킬 수 있는데, 상기 제 1유동관(211)은 상기 초기우수 배제부(100)에 포함된 배출관(130)에 연결될 수 있다.The first flow tube 211 may flow the rainwater discharged from the initial excellent exclusion unit 100, the first flow tube 211 is to the discharge pipe 130 included in the initial excellent exclusion unit 100 Can be connected.
상기 제1 체크밸브(211a)는 상기 제 1유동관(211)에 설치되어 상기 제 1유동관(211)을 개폐시킬 수 있는데, 상기 제1 체크밸브(211a)가 개방되는 경우 상기 제 1유동관(211) 내부의 우수를 상기 제 1유동관(211) 외부로 배출시킬 수 있다.The first check valve 211a may be installed in the first flow tube 211 to open and close the first flow tube 211. When the first check valve 211a is opened, the first flow tube 211 is opened. ) Rainwater in the interior may be discharged to the outside of the first flow tube (211).
상기 제 2유동관(212)은 상기 제 1유동관(211)에 일 단이 연결되고 상기 저장 탱크(220)에 타 단이 연결되어 상기 우수를 상기 저장 탱크(220)로 유동시킬 수 있다.One end of the second flow pipe 212 may be connected to the first flow pipe 211, and the other end of the second flow pipe 211 may be connected to the storage tank 220 to flow the rainwater to the storage tank 220.
상기 제2 체크밸브(212a)는 상기 제 2유동관(212)에 설치되어 상기 제 2유동관(212)을 개폐시킬 수 있는데, 상기 제2 체크밸브(212a)는 상기 제1 체크밸브(211a)가 폐쇄되는 경우 수격 작용에 의해 개방되어 상기 제 2유동관(212)에 연결된 압력 용기(213)로 상기 우수를 유입시켜 상기 압력 용기(213) 내의 공기를 압축시킬 수 있고, 압력 변화에 의해 상기 제2 체크밸브(211a)가 폐쇄되는 경우 상기 압력 용기(213) 내의 압축공기가 팽창되어 상기 우수를 제 2유동관(212)을 통해 상기 저장 탱크(220)로 유동시킬 수 있다.The second check valve 212a may be installed in the second flow tube 212 to open and close the second flow tube 212, and the second check valve 212a may be formed by the first check valve 211a. When closed, the water can flow into the pressure vessel 213 connected to the second flow tube 212 by the water hammer to compress the air in the pressure vessel 213, and the second pressure is changed by the pressure change. When the check valve 211a is closed, the compressed air in the pressure vessel 213 may be expanded to flow the rainwater to the storage tank 220 through the second flow pipe 212.
상기 압력 용기(213)는 상기 제 2유동관(212)에 연결될 수 있는데, 여기서, 상기 압력 용기(213)는 상기 제 2유동관(212)을 유동하는 우수의 유동 방향을 기준으로 상기 제2 체크밸브(212a) 후단에 연결될 수 있다.The pressure vessel 213 may be connected to the second flow tube 212, where the pressure vessel 213 is the second check valve on the basis of the flow direction of rainwater flowing through the second flow tube 212. 212a may be connected to the rear end.
이하, 상기 초기우수 배제부(100)에서 배출된 우수가 상기 수격 펌프(210)에 의해 무동력으로 상방 이동되는 원리를 설명한다.Hereinafter, the principle that the rainwater discharged from the initial excellent water rejection unit 100 is moved upward by the water hammer pump 210 without power.
상기 초기우수 배제부(100)에서 배출된 우수는 상기 제 1유동관(211)을 유동하여 상기 제1 체크밸브(211a)를 통해 외부로 배출되는데, 상기 우수가 서서히 가속되어 유속이 일정한 값에 도달하는 경우, 흐름에 의한 힘에 의해 상기 제1 체크밸브(211a)는 압상되어 자동적으로 폐쇄되고, 상기 우수는 수압 상승에 따른 수격 작용에 의해 상기 제2 체크밸브(212a)를 개방하여 상기 압력 용기(213) 내부의 공기를 압축시키며, 상기 제 1유동관(211)과 제 2유동관(212)의 압력이 같아져 상기 제2 체크밸브(212a)가 스스로의 복원력에 의해 폐쇄되는 경우 상기 압력 용기(213) 내 압축공기가 팽창되어 상기 우수를 제 2유동관(212)을 거쳐 상기 저장 탱크(220)에 저장시킬 수 있다.The rainwater discharged from the initial excellent exclusion unit 100 flows through the first flow pipe 211 and is discharged to the outside through the first check valve 211a. The rainwater is gradually accelerated to reach a constant value. In this case, the first check valve 211a is pressed and closed automatically by the force of the flow, and the rainwater is opened by opening the second check valve 212a by the water hammer according to the increase in water pressure. When the pressure of the first flow pipe 211 and the second flow pipe 212 is equal to each other and the second check valve 212a is closed by its restoring force, the pressure vessel ( 213 may compress the compressed air to store the rainwater in the storage tank 220 via the second flow pipe 212.
상기 저장 탱크(220)는 지상에서 일정 높이에 위치되어 상기 수격 펌프(210)에 의해 상방 이동된 우수를 저장할 수 있는데, 상기 저장 탱크(220)는 일 측에 3방향 T자형 개폐 밸브(221)를 구비함으로써 상기 개폐 밸브(221)의 개방에 의해 상기 개폐 밸브(221)의 일측 배출구로는 상기 저장 탱크(220)에 저장된 우수를 여러 가지 용도로 이용하도록 공급할 수 있고, 상기 개폐 밸브(221)의 타측 배출구로는 상기 저장탱크(220) 내부의 세척수를 외부로 배출하도록 할 수 있다.The storage tank 220 may be stored at a predetermined height on the ground to store the rainwater moved upward by the water hammer pump 210, the storage tank 220 is a three-way T-shaped opening and closing valve 221 on one side By opening the on-off valve 221 to one side outlet of the on-off valve 221 can be supplied to use the rainwater stored in the storage tank 220 for various purposes, the on-off valve 221 The other side of the discharge port may be to discharge the washing water in the storage tank 220 to the outside.
상술한 바와 같이, 상기 배출관(130) 내의 우수가 갖는 위치에너지에 의해 상기 제1 체크밸브(211a)가 폐쇄되면, 상기 제1 유동관(211) 내에 압력이 쌓여 상기 제2 체크밸브(212a)가 개방되면서 상기 우수를 상기 제 2유동관(212)으로 배출할 수 있고, 이때, 상기 우수가 압력에 의해 상기 압력 용기(213) 내로 유입되면서 상기 압력 용기(213) 내 공기를 압상시킬 수 있다.As described above, when the first check valve 211a is closed by the potential energy of rainwater in the discharge pipe 130, pressure is accumulated in the first flow pipe 211 so that the second check valve 212a is closed. The rainwater may be discharged to the second flow pipe 212 while being opened, and at this time, the rainwater may be introduced into the pressure vessel 213 by pressure to pressurize the air in the pressure vessel 213.
또한, 상기 제 2유동관(212)으로 해소된 압력에 의해 상기 제 1유동관(211)의 압력이 낮아지면서 상기 제1 체크밸브(211a)가 개방되고 상기 제2 체크밸브(212a)가 폐쇄되는 경우, 상기 압력 용기(213) 내의 압상된 공기압에 의해 상기 우수가 상기 제 2유동관(212)을 따라 상방 이동하여 상기 저장 탱크(220)에 저장될 수 있다.In addition, when the pressure of the first flow pipe 211 is lowered by the pressure released by the second flow pipe 212, the first check valve 211a is opened and the second check valve 212a is closed. The rainwater may move upward along the second flow tube 212 by the compressed air pressure in the pressure vessel 213 to be stored in the storage tank 220.
이후, 상기 제 1 유동관(211)의 내부압력이 다시 상승하면 상기 제1 체크밸브(211a)가 폐쇄되고 상기 제2 체크밸브(212a)가 개방되는 일련의 순서를 반복하면서 상기 우수를 상기 저장 탱크(220)에 지속적으로 저장할 수 있다.Subsequently, when the internal pressure of the first flow pipe 211 rises again, the first check valve 211a is closed and the second check valve 212a is opened in a series of steps in which the rainwater is stored in the storage tank. 220 may be stored continuously.
상기 인공 함양부(300)는 상기 우수 펌핑저장부(200)에서 배출된 우수를 지하로 이동시켜 저장할 수 있다.The artificial culturing unit 300 may move rainwater discharged from the rainwater pumping storage unit 200 to be stored underground.
구체적으로, 상기 인공 함양부(300)는 도 2에 도시된 바와 같이, 포집 탱크(310), 여과관(320) 및 주입 관정(330)을 포함한다.Specifically, as shown in Figure 2, the artificial reinforcement unit 300, the collection tank 310, the filtration tube 320 and the injection well 330.
상기 포집 탱크(310)는 상기 제 1유동관(211)에서 상기 제1 체크밸브(211a)를 통해 배출되는 우수를 포집할 수 있는데, 상기 포집 탱크(310)는 포집된 우수를 상기 여과관(320)으로 배출하거나 후술할 초과우수 배출부(400)로 배출할 수 있다.The collection tank 310 may collect rainwater discharged from the first flow pipe 211 through the first check valve 211a, and the collection tank 310 collects rainwater collected in the filter pipe 320. ) Or to the excess water discharge unit 400 to be described later.
여기서, 상기 포집 탱크(310)는 상단부에 상기 포집 탱크(310)의 내부 압력이 상승하지 않도록 우수가 유입되는 동안 상기 포집 탱크(310) 내 공기가 배출되는 공기 배출구(311)가 연결될 수 있는데, 여기서, 상기 공기 배출구(311)는 아래로 굽은 고리 형상으로 이루어질 수 있으며, 또한, 공기 배출구(311)의 끝단에는 곤충 및 이물질의 유입을 방지하기 위한 미세한 격자망(311a)이 구비될 수 있다.Here, the collection tank 310 may be connected to an air outlet 311 through which air in the collection tank 310 is discharged while rain is introduced so that the internal pressure of the collection tank 310 does not increase at an upper end thereof. Here, the air outlet 311 may be formed in a ring shape bent down, and, at the end of the air outlet 311 may be provided with a fine grid (311a) for preventing the introduction of insects and foreign matter.
상기 여과관(320)은 상기 포집 탱크(310)에서 배출되는 우수 중의 불순물을 제거할 수 있는데, 여기서, 상기 여과관(320)은 세정과 여과가 동시에 수행될 수 있는 모래여과관으로 이루어질 수 있다.The filtration tube 320 may remove impurities in the rainwater discharged from the collection tank 310, wherein the filtration tube 320 may be made of a sand filtration tube that can be simultaneously washed and filtered. .
상기 주입 관정(330)은 상기 여과관(320)에 연결되어 불순물이 제거된 상기 우수를 지하수층에 저장하여 상기 우수를 지하수로 활용하도록 할 수 있다.The injection well 330 may be connected to the filtration pipe 320 to store the rainwater from which impurities are removed in the groundwater layer to utilize the rainwater as groundwater.
여기서, 상기 주입 관정(330)은 상기 포집 탱크(310)와 동일하게, 상단부에 상기 주입 관정(330)의 내부 압력이 상승하지 않도록 우수가 유입되는 동안 상기 주입 관정(300) 내 공기가 배출되는 아래로 굽은 고리 형상의 공기 배출구(331)가 연결될 수 있고, 상기 공기 배출구(331)의 끝단에는 곤충 및 이물질의 유입을 방지하기 위한 미세한 격자망(331a)이 구비될 수 있다.Here, the injection well 330 is the same as the collection tank 310, the air in the injection well 300 is discharged while rain is introduced so that the internal pressure of the injection well 330 does not rise to the upper end The bent ring-shaped air outlet 331 may be connected, the end of the air outlet 331 may be provided with a fine grid net 331a for preventing the introduction of insects and foreign matter.
상기 초과우수 배출부(400)는 상기 우수 펌핑저장부(200)의 저장용량을 초과하는 우수 또는 상기 인공 함양부(300)에 지하수로 저장되지 않은 우수를 외부로 배출할 수 있는데, 상기 초과우수 배출부(400)는 제 1배수로(410) 및 제 2배수로(420)를 포함한다.The excess water discharge unit 400 may discharge rainwater that exceeds the storage capacity of the rainwater pumping storage unit 200 or rainwater that is not stored as groundwater in the artificial cultivation unit 300 to the outside. The discharge part 400 includes a first drain 410 and a second drain 420.
상기 제 1배수로(410)는 상기 우수 펌핑저장부(200)의 저장용량을 초과하는 우수를 외부로 배출할 수 있는데, 구체적으로, 상기 제 1배수로(410)는 상기 저장 탱크(220)에 일단이 연결되고, 상기 포집 탱크(310)에 타단이 연결되어, 상기 저장 탱크(220)의 저장용량을 초과하여 유입되는 우수를 상기 인공함양부(300)의 포집탱크(310)로 배출할 수 있다.The first drain 410 may discharge rainwater that exceeds the storage capacity of the rainwater pumping storage 200 to the outside. Specifically, the first drainage channel 410 is once in the storage tank 220. Is connected, the other end is connected to the collection tank 310, it is possible to discharge the rainwater flowing in excess of the storage capacity of the storage tank 220 to the collection tank 310 of the artificial regeneration unit 300. .
상기 제 2배수로(420)는 상기 인공 함양부(300)에 지하수로 저장되지 않은 우수 및 상기 제1 배수로(410)을 통해 상기 포집 탱크(310)로 유입된 상기 저장 탱크(220)의 초과 우수를 외부로 배출할 수 있는데, 구체적으로, 상기 제 2배수로(420)는 상기 포집 탱크(310)에 연결되어 상기 포집 탱크(310)에 포집된 우수 중 상기 주입 관정(330)의 주입 용량을 초과하는 우수를 외부로 배출할 수 있고, 이때, 상기 제 2배수로(420)의 입구의 위치는 상기 제1 체크밸브(211a) 보다 낮은 곳에 위치하도록 설치할 수 있다.The second drain 420 is rainwater that is not stored in the artificial recharging unit 300 as groundwater and the excess rain of the storage tank 220 introduced into the collection tank 310 through the first drain 410. It may be discharged to the outside, specifically, the second drain 420 is connected to the collection tank 310 exceeds the injection capacity of the injection well 330 of the rainwater collected in the collection tank 310 The rainwater may be discharged to the outside, and at this time, the position of the inlet of the second drain 420 may be installed to be lower than the first check valve 211a.
이하, 첨부된 도면을 참조하여 본 발명의 실시 예를 상세히 설명한다. 우선, 도면들 중 동일한 구성요소 또는 부품들은 가능한 한 동일한 참조부호를 나타내고 있음에 유의해야 한다. 본 발명을 설명함에 있어서 관련된 공지기능 혹은 구성에 대한 구체적인 설명은 본 발명의 요지를 모호하게 하지 않기 위해 생략한다.Hereinafter, with reference to the accompanying drawings will be described an embodiment of the present invention; First, it should be noted that the same components or parts in the drawings represent the same reference numerals as much as possible. In describing the present invention, detailed descriptions of related well-known functions or configurations are omitted in order not to obscure the gist of the present invention.
도 2는 본 발명에 따른 우수 초기배제, 저장, 인공함양 장치의 구성도이다.Figure 2 is a block diagram of the excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention.
본 발명에 따른 우수 초기배제, 저장, 인공함양 장치는 도 2에 도시된 바와 같이, 초기우수 배제부(100), 우수 펌핑저장부(200), 인공 함양부(300) 및 초과우수 배출부(400)를 포함한다.Excellent initial exclusion, storage, artificial cultivation apparatus according to the present invention, as shown in Figure 2, the initial excellent exclusion unit 100, rainwater pumping storage unit 200, artificial cultivation unit 300 and excess water discharge unit ( 400).
도 3은 본 발명에 따른 초기우수 배제부의 제 1구성도이다.3 is a first configuration diagram of the initial excellent exclusion unit according to the present invention.
상기 초기우수 배제부(100)는 우수를 포집하여 제거할 수 있는데, 상기 초기우수 배제부(100)는 제 1실시예로 도 3에 도시된 바와 같이, 우수가 유입되는 유입관(110), 상기 유입관(110)과 연결되는 적어도 하나 이상의 포집관(120) 및 상기 포집관(120)과 연결되는 배출관(130)을 포함한다.The initial excellent exclusion unit 100 may be collected by removing the rainwater, the initial excellent exclusion unit 100 as shown in FIG. At least one collecting pipe 120 connected to the inlet pipe 110 and the discharge pipe 130 is connected to the collecting pipe 120.
도 4는 본 발명에 따른 유입관의 구성도이다.4 is a block diagram of an inlet pipe according to the present invention.
상기 유입관(110)은 도 4에 도시된 바와 같이, 제 1유입관(111), 제 2유입관(112) 및 제 3유입관(113)을 포함한다.As shown in FIG. 4, the inflow pipe 110 includes a first inflow pipe 111, a second inflow pipe 112, and a third inflow pipe 113.
상기 제 1유입관(111)은 상부에 우수 유입부(114)를 구비하여 상기 우수 유입부(114)를 통해 유입된 우수를 수직 하강시킬 수 있는데, 여기서, 상기 제 1유입관(111)은 상기 우수 유입부(114)에 상기 우수를 1차적으로 정화시킬 수 있는 제 1거름망(140)을 구비할 수 있다.The first inlet pipe 111 may have a rainwater inlet 114 at the top to vertically lower the rainwater flowing through the rainwater inlet 114, wherein the first inlet pipe 111 is The rainwater inlet 114 may be provided with a first sieve 140 to purify the rainwater primarily.
한편, 상기 제 1유입관(111)은 일 측에 개폐 밸브(160)를 구비할 수 있는데, 상기 개폐 밸브(160)를 개방함으로써 외부로 초기우수를 배출할 수 있고, 이때, 수압에 의해 후술할 상기 제 2거름망(150)에 걸려있는 오염물을 함께 제거할 수 있다.On the other hand, the first inlet pipe 111 may be provided with an on-off valve 160 on one side, by opening the on-off valve 160 can discharge the initial excellent to the outside, in this case, by the water pressure to be described later The contaminants hanging on the second sieve 150 can be removed together.
상기 제 2유입관(112)은 상기 제 1유입관(111)과 연결되어 상기 우수를 수평 이동시킬 수 있는데, 상기 제 2유입관(112)은 내부에 상기 우수를 2차적으로 정화시킬 수 있는 제 2거름망(150)을 구비할 수 있다.The second inlet pipe 112 may be connected to the first inlet pipe 111 to horizontally move the rainwater, and the second inlet pipe 112 may purify the rainwater therein secondary. The second sieve 150 may be provided.
상기 제 3유입관(113)은 상기 제 2유입관(112)과 연결되어 상기 우수를 수직 상승시킬 수 있으며 후술할 상기 포집관(120)과 연결될 수 있다.The third inlet pipe 113 may be connected to the second inlet pipe 112 to vertically raise the rainwater and may be connected to the collection pipe 120 to be described later.
상기 포집관(120)은 상기 유입관(110)으로부터 유입되는 우수를 포집할 수 있는데, 여기서, 상기 포집관(120)은 내부에 포집되는 우수의 수위 상승으로 단계적으로 폐쇄될 수 있다.The collecting pipe 120 may collect rainwater flowing from the inflow pipe 110, where the collecting pipe 120 may be closed in stages as the water level of the rainwater being collected therein is increased.
도 5는 본 발명에 따른 포집관에서 우수를 포집하는 모습을 보여주는 도이다.5 is a view showing a state of collecting rain in the collecting pipe according to the present invention.
상기 포집관(120)은 도 5에 도시된 바와 같이, 상부 개폐판(121), 상기 상부 개폐판(121)과 일정 간격 이격되어 설치되는 하부 개폐판(122) 및 상기 상부 개폐판(121)과 하부 개폐판(122) 사이에 구비되는 볼 밸브(123)를 포함한다.As shown in FIG. 5, the collection pipe 120 includes an upper opening and closing plate 121, a lower opening and closing plate 122 and the upper opening and closing plate 121, which are installed at a predetermined interval from the upper opening and closing plate 121. And a ball valve 123 provided between the lower opening and closing plate 122.
상기 상부 개폐판(121)은 상기 포집관(120)의 내주면 상부에 설치되며 중앙에 상부로 테이퍼진 유입구(121a)가 형성될 수 있다.The upper opening and closing plate 121 may be installed on the inner circumferential surface of the collecting pipe 120 and a tapered inlet 121a may be formed in the center thereof.
상기 하부 개폐판(122)은 상기 포집관(120)의 내주면 하부에 설치되며 중앙에 하부로 테이퍼진 배출구(122a)가 형성될 수 있다.The lower opening and closing plate 122 may be installed below the inner circumferential surface of the collection pipe 120 and may have a discharge outlet 122a tapered downward in the center thereof.
상기 볼 밸브(123)는 상기 상부 개폐판(121)과 하부 개폐판(122) 사이에서 우수의 수위 상승으로 부상하여 상기 유입구(121a)를 폐쇄시킬 수 있다.The ball valve 123 may rise between the upper opening and closing plate 121 and the lower opening and closing plate 122 with an excellent water level to close the inlet 121a.
구체적으로, 상기 볼 밸브(123)는 도 5의 (a)에 도시된 바와 같이, 상기 포집관(120) 내부에 우수를 포집하지 않은 경우, 상기 하부 개폐판(122)의 배출구(122a)를 폐쇄시키고, 도 5의 (b)에 도시된 바와 같이, 상기 포집관(120) 내부에 우수를 포집하는 경우, 상기 상부 개폐판(121)과 하부 개폐판(122) 사이에서 우수의 수위 상승으로 부상하며, 도 5의 (c)에 도시된 바와 같이, 상기 포집관(120) 내부에 우수를 모두 포집한 경우, 상기 상부 개폐판(121)의 유입구(121a)를 폐쇄시킴으로써 상기 포집관(120) 내부에 포집된 탁수가 재교란되어 후술할 배출관(130)으로 이동되는 것을 방지할 수 있다.Specifically, as shown in FIG. 5A, when the ball valve 123 does not collect rainwater in the collection pipe 120, the ball valve 123 opens the outlet 122a of the lower opening and closing plate 122. When closing and collecting rainwater in the collection pipe 120 as shown in (b) of FIG. 5, the rainwater level rises between the upper opening and closing plate 121 and the lower opening and closing plate 122. In case of injury, as shown in (c) of FIG. 5, when all of the rainwater is collected in the collection pipe 120, the collection pipe 120 is closed by closing the inlet 121a of the upper opening and closing plate 121. ), The turbid water collected inside can be re-disturbed to prevent movement to the discharge pipe 130 to be described later.
한편, 상기 포집관(120)은 일 측에 개폐 밸브(160)를 구비할 수 있는데, 비가 그치거나 건기시, 상기 개폐 밸브(160)를 개방함으로써 상기 포집관(120) 내부에 포집된 탁수 또는 초기우수를 외부로 배출할 수 있다.On the other hand, the collecting pipe 120 may be provided with an opening and closing valve 160 on one side, when the rain is stopped or dry, the turbid water or collected in the collecting pipe 120 by opening the opening and closing valve 160 Initial rainwater can be discharged to the outside.
상기 배출관(130)은 상기 포집관(120)의 폐쇄로 상기 포집관(120)에서 포집되지 않은 우수를 후술할 상기 우수 펌핑저장부(200)로 배출시킬 수 있다.The discharge pipe 130 may discharge the rainwater not collected in the collecting pipe 120 to the rainwater pumping storage unit 200 which will be described later by closing the collecting pipe 120.
도 6은 본 발명에 따른 초기우수 배제부의 제 2구성도이다.6 is a second configuration of the initial excellent exclusion unit according to the present invention.
한편, 상기 초기우수 배제부(100)는 제 2실시예로 도 6에 도시된 바와 같이, 우수가 유입되는 유입관(110), 상기 유입관(110)과 연결되는 복수개의 포집관(120) 및 상기 포집관(120)과 연결되는 배출관(130)을 포함한다.On the other hand, the initial excellent exclusion unit 100 is a second embodiment, as shown in Figure 6, the rainwater is introduced inlet pipe 110, a plurality of collecting pipes 120 connected to the inlet pipe 110. And a discharge pipe 130 connected to the collection pipe 120.
상기 유입관(110) 및 배출관(130)은 상기 초기우수 배제부의 제 1실시예에 포함된 유입관 및 배출관과 그 구성 및 내용이 동일하므로 상세한 설명은 생략한다.The inlet pipe 110 and the discharge pipe 130 is the same as the configuration and content of the inlet pipe and the discharge pipe included in the first embodiment of the initial excellent exclusion unit and the detailed description thereof will be omitted.
상기 포집관(120)은 상기 유입관(110)과 연결되는 최초 포집관으로부터 상기 배출관(130)과 연결되는 최종 포집관까지 계단식 오름 구조로 서로 직렬로 연결되어 상기 우수를 포집할 수 있다.The collecting pipe 120 may be connected in series with each other in a stepped up structure from the first collecting pipe connected to the inlet pipe 110 to the final collecting pipe connected to the discharge pipe 130 to collect the rainwater.
구체적으로, 상기 포집관(120)은 상기 최초 포집관으로부터 최종 포집관까지 각각의 포집관(120) 내부에 포집되는 우수의 수위 상승으로 단계적으로 폐쇄될 수 있는데. 여기서, 상기 포집관(120)이 계단식 오름 구조로 서로 직렬로 연결됨으로써 각각의 포집관(120) 내부에 포집된 탁수가 재교란되어 다음 포집관이나, 상기 배출관(130)으로 이동되는 것을 방지할 수 있다.Specifically, the collecting pipe 120 may be closed in stages by the rise of the water level of the rain is collected inside each collecting pipe 120 from the first collecting pipe to the final collecting pipe. Here, the collection pipe 120 is connected in series with each other in a stepped rise structure to prevent turbid water collected in each collection pipe 120 from being disturbed to move to the next collection pipe or the discharge pipe 130. Can be.
상기 우수 펌핑저장부(200)는 상기 초기우수 배제부(100)에서 배출된 우수를 지상에서 일정 높이로 상방 이동시켜 저장할 수 있다.The rainwater pumping storage unit 200 may store the rainwater discharged from the initial rainwater exclusion unit 100 by moving upwards from the ground to a predetermined height.
구체적으로, 상기 우수 펌핑저장부(200)는 도 2에 도시된 바와 같이, 수격 펌프(hydraulic ram pump,210) 및 저장 탱크(220)를 포함한다.Specifically, the storm pumping storage unit 200, as shown in Figure 2, includes a hydraulic ram pump (210) and the storage tank 220.
도 7은 본 발명에 따른 수격 펌프의 구성도이다.7 is a configuration diagram of a water hammer pump according to the present invention.
상기 수격 펌프(210)는 상기 초기우수 배제부(100)에서 배출된 초기우수 배제된 우수를 중력 낙차에 의해 무동력으로 상방 이동시킬 수 있는데, 여기서, 상기 수격 펌프(210)는 도 7에 도시된 바와 같이, 제 1유동관(211), 제1 체크밸브(211a), 제 2유동관(212), 제2 체크밸브(212a) 및 압력 용기(213)를 포함한다.The water hammer pump 210 may move upwardly the rainwater discharged from the initial rainwater exclusion unit 100 upwardly by the force of gravity drop, where the water hammer pump 210 is shown in FIG. 7. As shown, a first flow tube 211, a first check valve 211a, a second flow tube 212, a second check valve 212a, and a pressure vessel 213 are included.
상기 제 1유동관(211)은 상기 초기우수 배제부(100)에서 배출된 우수를 유동시킬 수 있는데, 상기 제 1유동관(211)은 상기 초기우수 배제부(100)에 포함된 배출관(130)에 연결될 수 있다.The first flow tube 211 may flow the rainwater discharged from the initial excellent exclusion unit 100, the first flow tube 211 is to the discharge pipe 130 included in the initial excellent exclusion unit 100 Can be connected.
상기 제1 체크밸브(211a)는 상기 제 1유동관(211)에 설치되어 상기 제 1유동관(211)을 개폐시킬 수 있는데, 상기 제1 체크밸브(211a)가 개방되는 경우 상기 제 1유동관(211) 내부의 우수를 상기 제 1유동관(211) 외부로 배출시킬 수 있다.The first check valve 211a may be installed in the first flow tube 211 to open and close the first flow tube 211. When the first check valve 211a is opened, the first flow tube 211 is opened. ) Rainwater in the interior may be discharged to the outside of the first flow tube (211).
상기 제 2유동관(212)은 상기 제 1유동관(211)에 일 단이 연결되고 상기 저장 탱크(220)에 타 단이 연결되어 상기 우수를 상기 저장 탱크(220)로 유동시킬 수 있다.One end of the second flow pipe 212 may be connected to the first flow pipe 211, and the other end of the second flow pipe 211 may be connected to the storage tank 220 to flow the rainwater to the storage tank 220.
상기 제2 체크밸브(212a)는 상기 제 2유동관(212)에 설치되어 상기 제 2유동관(212)을 개폐시킬 수 있는데, 상기 제2 체크밸브(212a)는 상기 제1 체크밸브(211a)가 폐쇄되는 경우 수격 작용에 의해 개방되어 상기 제 2유동관(212)에 연결된 압력 용기(213)로 상기 우수를 유입시켜 상기 압력 용기(213) 내의 공기를 압축시킬 수 있고, 압력 변화에 의해 상기 제2 체크밸브(211a)가 폐쇄되는 경우 상기 압력 용기(213) 내의 압축공기가 팽창되어 상기 우수를 제 2유동관(212)을 통해 상기 저장 탱크(220)로 유동시킬 수 있다.The second check valve 212a may be installed in the second flow tube 212 to open and close the second flow tube 212, and the second check valve 212a may be formed by the first check valve 211a. When closed, the water can flow into the pressure vessel 213 connected to the second flow tube 212 by the water hammer to compress the air in the pressure vessel 213, and the second pressure is changed by the pressure change. When the check valve 211a is closed, the compressed air in the pressure vessel 213 may be expanded to flow the rainwater to the storage tank 220 through the second flow pipe 212.
상기 압력 용기(213)는 상기 제 2유동관(212)에 연결될 수 있는데, 여기서, 상기 압력 용기(213)는 상기 제 2유동관(212)을 유동하는 우수의 유동 방향을 기준으로 상기 제2 체크밸브(212a) 후단에 연결될 수 있다.The pressure vessel 213 may be connected to the second flow tube 212, where the pressure vessel 213 is the second check valve on the basis of the flow direction of rainwater flowing through the second flow tube 212. 212a may be connected to the rear end.
이하, 상기 초기우수 배제부(100)에서 배출된 우수가 상기 수격 펌프(210)에 의해 무동력으로 상방 이동되는 원리를 설명한다.Hereinafter, the principle that the rainwater discharged from the initial excellent water rejection unit 100 is moved upward by the water hammer pump 210 without power.
상기 초기우수 배제부(100)에서 배출된 우수는 상기 제 1유동관(211)을 유동하여 상기 제1 체크밸브(211a)를 통해 외부로 배출되는데, 상기 우수가 서서히 가속되어 유속이 일정한 값에 도달하는 경우, 흐름에 의한 힘에 의해 상기 제1 체크밸브(211a)는 압상되어 자동적으로 폐쇄되고, 상기 우수는 수압 상승에 따른 수격 작용에 의해 상기 제2 체크밸브(212a)를 개방하여 상기 압력 용기(213) 내부의 공기를 압축시키며, 상기 제 1유동관(211)과 제 2유동관(212)의 압력이 같아져 상기 제2 체크밸브(212a)가 스스로의 복원력에 의해 폐쇄되는 경우 상기 압력 용기(213) 내 압축공기가 팽창되어 상기 우수를 제 2유동관(212)을 거쳐 상기 저장 탱크(220)에 저장시킬 수 있다.The rainwater discharged from the initial excellent exclusion unit 100 flows through the first flow pipe 211 and is discharged to the outside through the first check valve 211a. The rainwater is gradually accelerated to reach a constant value. In this case, the first check valve 211a is pressed and closed automatically by the force of the flow, and the rainwater is opened by opening the second check valve 212a by the water hammer according to the increase in water pressure. When the pressure of the first flow pipe 211 and the second flow pipe 212 is equal to each other and the second check valve 212a is closed by its restoring force, the pressure vessel ( 213 may compress the compressed air to store the rainwater in the storage tank 220 via the second flow pipe 212.
상기 저장 탱크(220)는 지상에서 일정 높이에 위치되어 상기 수격 펌프(210)에 의해 상방 이동된 우수를 저장할 수 있는데, 상기 저장 탱크(220)는 일 측에 3방향 T자형 개폐 밸브(221)를 구비함으로써 상기 개폐 밸브(221)의 개방에 의해 상기 개폐 밸브(221)의 일측 배출구로는 상기 저장 탱크(220)에 저장된 우수를 여러 가지 용도로 이용하도록 공급할 수 있고, 상기 개폐 밸브(221)의 타측 배출구로는 상기 저장탱크(220) 내부의 세척수를 외부로 배출하도록 할 수 있다.The storage tank 220 may be stored at a predetermined height on the ground to store the rainwater moved upward by the water hammer pump 210, the storage tank 220 is a three-way T-shaped opening and closing valve 221 on one side By opening the on-off valve 221 to one side outlet of the on-off valve 221 can be supplied to use the rainwater stored in the storage tank 220 for various purposes, the on-off valve 221 The other side of the discharge port may be to discharge the washing water in the storage tank 220 to the outside.
상술한 바와 같이, 상기 배출관(130) 내의 우수가 갖는 위치에너지에 의해 상기 제1 체크밸브(211a)가 폐쇄되면, 상기 제1 유동관(211) 내에 압력이 쌓여 상기 제2 체크밸브(212a)가 개방되면서 상기 우수를 상기 제 2유동관(212)으로 배출할 수 있고, 이때, 상기 우수가 압력에 의해 상기 압력 용기(213) 내로 유입되면서 상기 압력 용기(213) 내 공기를 압상시킬 수 있다.As described above, when the first check valve 211a is closed by the potential energy of rainwater in the discharge pipe 130, pressure is accumulated in the first flow pipe 211 so that the second check valve 212a is closed. The rainwater may be discharged to the second flow pipe 212 while being opened, and at this time, the rainwater may be introduced into the pressure vessel 213 by pressure to pressurize the air in the pressure vessel 213.
또한, 상기 제 2유동관(212)으로 해소된 압력에 의해 상기 제 1유동관(211)의 압력이 낮아지면서 상기 제1 체크밸브(211a)가 개방되고 상기 제2 체크밸브(212a)가 폐쇄되는 경우, 상기 압력 용기(213) 내의 압상된 공기압에 의해 상기 우수가 상기 제 2유동관(212)을 따라 상방 이동하여 상기 저장 탱크(220)에 저장될 수 있다.In addition, when the pressure of the first flow pipe 211 is lowered by the pressure released by the second flow pipe 212, the first check valve 211a is opened and the second check valve 212a is closed. The rainwater may move upward along the second flow tube 212 by the compressed air pressure in the pressure vessel 213 to be stored in the storage tank 220.
이후, 상기 제 1 유동관(211)의 내부압력이 다시 상승하면 상기 제1 체크밸브(211a)가 폐쇄되고 상기 제2 체크밸브(212a)가 개방되는 일련의 순서를 반복하면서 상기 우수를 상기 저장 탱크(220)에 지속적으로 저장할 수 있다.Subsequently, when the internal pressure of the first flow pipe 211 rises again, the first check valve 211a is closed and the second check valve 212a is opened in a series of steps in which the rainwater is stored in the storage tank. 220 may be stored continuously.
상기 인공 함양부(300)는 상기 우수 펌핑저장부(200)에서 배출된 우수를 지하로 이동시켜 저장할 수 있다.The artificial culturing unit 300 may move rainwater discharged from the rainwater pumping storage unit 200 to be stored underground.
구체적으로, 상기 인공 함양부(300)는 도 2에 도시된 바와 같이, 포집 탱크(310), 여과관(320) 및 주입 관정(330)을 포함한다.Specifically, as shown in Figure 2, the artificial reinforcement unit 300, the collection tank 310, the filtration tube 320 and the injection well 330.
상기 포집 탱크(310)는 상기 제 1유동관(211)에서 상기 제1 체크밸브(211a)를 통해 배출되는 우수를 포집할 수 있는데, 상기 포집 탱크(310)는 포집된 우수를 상기 여과관(320)으로 배출하거나 후술할 초과우수 배출부(400)로 배출할 수 있다.The collection tank 310 may collect rainwater discharged from the first flow pipe 211 through the first check valve 211a, and the collection tank 310 collects rainwater collected in the filter pipe 320. ) Or to the excess water discharge unit 400 to be described later.
여기서, 상기 포집 탱크(310)는 상단부에 상기 포집 탱크(310)의 내부 압력이 상승하지 않도록 우수가 유입되는 동안 상기 포집 탱크(310) 내 공기가 배출되는 공기 배출구(311)가 연결될 수 있는데, 여기서, 상기 공기 배출구(311)는 아래로 굽은 고리 형상으로 이루어질 수 있으며, 또한, 공기 배출구(311)의 끝단에는 곤충 및 이물질의 유입을 방지하기 위한 미세한 격자망(311a)이 구비될 수 있다.Here, the collection tank 310 may be connected to an air outlet 311 through which air in the collection tank 310 is discharged while rain is introduced so that the internal pressure of the collection tank 310 does not increase at an upper end thereof. Here, the air outlet 311 may be formed in a ring shape bent down, and, at the end of the air outlet 311 may be provided with a fine grid (311a) for preventing the introduction of insects and foreign matter.
상기 여과관(320)은 상기 포집 탱크(310)에서 배출되는 우수 중의 불순물을 제거할 수 있는데, 여기서, 상기 여과관(320)은 세정과 여과가 동시에 수행될 수 있는 모래여과관으로 이루어질 수 있다.The filtration tube 320 may remove impurities in the rainwater discharged from the collection tank 310, wherein the filtration tube 320 may be made of a sand filtration tube that can be simultaneously washed and filtered. .
상기 주입 관정(330)은 상기 여과관(320)에 연결되어 불순물이 제거된 상기 우수를 지하수층에 저장하여 상기 우수를 지하수로 활용하도록 할 수 있다.The injection well 330 may be connected to the filtration pipe 320 to store the rainwater from which impurities are removed in the groundwater layer to utilize the rainwater as groundwater.
여기서, 상기 주입 관정(330)은 상기 포집 탱크(310)와 동일하게, 상단부에 상기 주입 관정(330)의 내부 압력이 상승하지 않도록 우수가 유입되는 동안 상기 주입 관정(300) 내 공기가 배출되는 아래로 굽은 고리 형상의 공기 배출구(331)가 연결될 수 있고, 상기 공기 배출구(331)의 끝단에는 곤충 및 이물질의 유입을 방지하기 위한 미세한 격자망(331a)이 구비될 수 있다.Here, the injection well 330 is the same as the collection tank 310, the air in the injection well 300 is discharged while rain is introduced so that the internal pressure of the injection well 330 does not rise to the upper end The bent ring-shaped air outlet 331 may be connected, the end of the air outlet 331 may be provided with a fine grid net 331a for preventing the introduction of insects and foreign matter.
상기 초과우수 배출부(400)는 상기 우수 펌핑저장부(200)의 저장용량을 초과하는 우수 또는 상기 인공 함양부(300)에 지하수로 저장되지 않은 우수를 외부로 배출할 수 있는데, 상기 초과우수 배출부(400)는 제 1배수로(410) 및 제 2배수로(420)를 포함한다.The excess water discharge unit 400 may discharge rainwater that exceeds the storage capacity of the rainwater pumping storage unit 200 or rainwater that is not stored as groundwater in the artificial cultivation unit 300 to the outside. The discharge part 400 includes a first drain 410 and a second drain 420.
상기 제 1배수로(410)는 상기 우수 펌핑저장부(200)의 저장용량을 초과하는 우수를 외부로 배출할 수 있는데, 구체적으로, 상기 제 1배수로(410)는 상기 저장 탱크(220)에 일단이 연결되고, 상기 포집 탱크(310)에 타단이 연결되어, 상기 저장 탱크(220)의 저장용량을 초과하여 유입되는 우수를 상기 인공함양부(300)의 포집탱크(310)로 배출할 수 있다.The first drain 410 may discharge rainwater that exceeds the storage capacity of the rainwater pumping storage 200 to the outside. Specifically, the first drainage channel 410 is once in the storage tank 220. Is connected, the other end is connected to the collection tank 310, it is possible to discharge the rainwater flowing in excess of the storage capacity of the storage tank 220 to the collection tank 310 of the artificial regeneration unit 300. .
상기 제 2배수로(420)는 상기 인공 함양부(300)에 지하수로 저장되지 않은 우수 및 상기 제1 배수로(410)을 통해 상기 포집 탱크(310)로 유입된 상기 저장 탱크(220)의 초과 우수를 외부로 배출할 수 있는데, 구체적으로, 상기 제 2배수로(420)는 상기 포집 탱크(310)에 연결되어 상기 포집 탱크(310)에 포집된 우수 중 상기 주입 관정(330)의 주입 용량을 초과하는 우수를 외부로 배출할 수 있고, 이때, 상기 제 2배수로(420)의 입구의 위치는 상기 제1 체크밸브(211a) 보다 낮은 곳에 위치하도록 설치할 수 있다.The second drain 420 is rainwater that is not stored in the artificial recharging unit 300 as groundwater and the excess rain of the storage tank 220 introduced into the collection tank 310 through the first drain 410. It may be discharged to the outside, specifically, the second drain 420 is connected to the collection tank 310 exceeds the injection capacity of the injection well 330 of the rainwater collected in the collection tank 310 The rainwater may be discharged to the outside, and at this time, the position of the inlet of the second drain 420 may be installed to be lower than the first check valve 211a.
이하, 본 발명에 따른 우수 초기배제, 저장, 인공함양 방법을 상세히 설명한다.Hereinafter, the excellent initial exclusion, storage, artificial culture method according to the present invention will be described in detail.
도 8은 본 발명에 따른 우수 초기배제, 저장, 인공함양 방법의 블록도이다.8 is a block diagram of the excellent initial exclusion, storage, artificial cultivation method according to the present invention.
본 발명에 따른 우수 초기배제, 저장, 인공함양 방법은 도 8에 도시된 바와 같이, 초기우수 배제단계(S100), 우수 펌핑저장단계(S200) 및 인공 함양단계(S300)를 포함한다.Excellent initial exclusion, storage, artificial cultivation method according to the present invention, as shown in Figure 8, the initial excellent exclusion step (S100), excellent pumping storage step (S200) and artificial cultivation step (S300).
상기 초기우수 배제단계(S100)는 초기우수를 순차적으로 정화시키며 우수 포집면적에 비례하여 설치한 포집관에 포집하는 단계이다.The initial excellent exclusion step (S100) is a step of purifying the initial excellent water sequentially and collecting in the collecting pipe installed in proportion to the excellent collecting area.
도 9는 본 발명에 따른 초기우수 배제단계의 블록도이다.9 is a block diagram of the initial excellent exclusion step in accordance with the present invention.
상기 초기우수 배제단계(S100)는 도 9에 도시된 바와 같이, 초기우수 제 1정화공정(S110), 초기우수 제 2정화공정(S120), 초기우수 연속 포집공정(S130), 초기우수 배제된 우수 배출공정(S140) 및 포집된 초기우수 배출공정(S150)을 포함한다.The initial excellent exclusion step (S100), as shown in Figure 9, the initial excellent first purification process (S110), the initial excellent second purification process (S120), the initial excellent continuous collection process (S130), the initial excellent exclusion Excellent discharge process (S140) and the collected initial excellent discharge process (S150).
상기 초기우수 제 1정화공정(S110)은 도 3에 도시된 바와 같이, 초기우수를 제 1거름망(140)에 의해 1차적으로 정화시켜며 유입관(110)으로 유입시키는 공정이다.As shown in FIG. 3, the initial excellent first purification process S110 is a process of firstly purifying initial excellent water by the first strainer 140 and introducing the first excellent water into the inlet pipe 110.
상기 초기우수 제 2정화공정(S120)은 상기 초기우수를 유입관(110) 내부에 구비된 제 2거름망(150)에 의해 2차적으로 정화시키며 최초 포집관으로 유입시키는 공정이다.The initial excellent second purification step (S120) is a process of secondarily purifying the initial excellent water by the second strainer 150 provided in the inlet pipe 110 and introducing the initial collecting pipe into the first collecting pipe.
상기 초기우수 연속 포집공정(S130)은 직렬로 연결된 복수개의 포집관(120) 중 최초 포집관으로부터 최종 포집관까지 각각의 포집관(120) 내부에 포집되는 초기우수의 수위 상승으로 상기 포집관(120)이 폐쇄될 때까지 상기 초기우수를 단계적으로 포집하는 공정이다.The initial excellent continuous collection process (S130) is a collection pipe (increasing the level of the initial excellent water collected in each collecting pipe 120 from the first collecting pipe 120 to the final collecting pipe of the plurality of collecting pipes 120 connected in series ( It is a process of collecting the initial excellent stage by stage until 120 is closed.
상기 초기우수 배제된 우수 배출공정(S140)은 상기 최종 포집관의 폐쇄로 상기 최종 포집관에서 포집되지 않은 우수를 우수 펌핑저장부(200)로 배출하는 단계이다.The rainwater discharge process (S140) excluded from the initial rainwater is a step of discharging rainwater not collected in the final collecting pipe to the rainwater pumping storage unit 200 by closing the final collecting pipe.
상기 포집된 초기우수 배출공정(S150)은 상기 유입관(110) 및 포집관(120)에 구비된 개폐 밸브(160)를 개방하여 상기 유입관(110) 및 각각의 포집관(120)에 포집된 초기우수를 외부로 배출하는 공정이다.The collected initial excellent discharge process (S150) is open to the opening and closing valve 160 provided in the inlet pipe 110 and the collecting pipe 120 is collected in the inlet pipe 110 and each collecting pipe 120. This is the process of discharging the initial excellent water to the outside.
상기 우수 펌핑 저장단계(S200)는 상기 초기우수가 배제된 우수를 수격 펌프에 의해 지상에서 일정 높이로 상방 이동시켜 저장하는 단계이다.The rainwater pumping storage step (S200) is a step of storing the rainwater from which the initial rainwater is excluded by moving upwards from the ground to a predetermined height by the water hammer pump.
도 10은 본 발명에 따른 우수 펌핑저장단계의 블록도이다.10 is a block diagram of a good pumping storage step according to the present invention.
상기 우수 펌핑저장단계(S200)는 도 10에 도시된 바와 같이, 제1 체크밸브 우수 배출공정(S210), 제2 체크밸브 개방공정(S220), 압력용기 압상공정(230) 및 우수 저장공정(S240)을 포함한다.The rain pumping storage step (S200) is, as shown in Figure 10, the first check valve rain water discharge process (S210), the second check valve opening process (S220), pressure vessel pressure raising step 230 and rain water storage process ( S240).
상기 제1 체크밸브 우수 배출공정(S210)은 도 7에 도시된 바와 같이, 상기 수격 펌프(210)에 포함된 제1 체크밸브(211a)의 개방으로 상기 우수를 외부로 배출하는 공정이다.As illustrated in FIG. 7, the first check valve rainwater discharge process S210 is a process of discharging the rainwater to the outside by opening the first check valve 211a included in the water hammer pump 210.
상기 제2 체크밸브 개방공정(S220)은 상기 제1 체크밸브(211a)가 압상되어 폐쇄되는 경우, 수압에 의해 상기 수격 펌프(210)에 포함된 제2 체크밸브(212a)를 압상하여 개방하는 공정이다.When the first check valve 211a is pressed and closed, the second check valve opening step S220 may press open the second check valve 212a included in the water hammer pump 210 by water pressure. It is a process.
구체적으로, 상기 제2 체크밸브 개방공정(S220)에서는 상기 우수가 가속되어 유속이 일정한 값에 도달하는 경우, 흐름에 의한 힘에 의해 상기 제1 체크밸브(211a)가 압상되어 자동적으로 폐쇄되고, 이때, 우수는 수압 상승에 따른 수격 작용에 의해 상기 제2 체크밸브(212a)를 압상하여 개방할 수 있다.Specifically, in the second check valve opening step (S220), when the rainwater is accelerated and the flow rate reaches a constant value, the first check valve 211a is pressed against the force by the flow and automatically closed. In this case, the rainwater may be opened by pressing the second check valve 212a by a water hammer according to the increase in water pressure.
상기 압력용기 압상공정(230)은 상기 제2 체크밸브(212a)의 개방으로 우수가 수압에 의해 압력용기(213) 내로 유입되어 압력용기(213) 내의 공기를 압상하는 공정이다.The pressure vessel pressure raising step 230 is a step of introducing air into the pressure vessel 213 by rainwater pressure due to the opening of the second check valve 212a to pressurize the air in the pressure vessel 213.
상기 우수 저장공정(S240)은 상기 압력용기(213) 내의 공기가 일정 압력이상으로 압상되면, 상기 제2 체크밸브(212a)가 폐쇄되어 상기 압력용기(213) 내 공기를 압상했던 상기 우수를 공기압에 의해 저장 탱크(220)로 유동시켜 저장하는 공정으로, 여기서, 상기 우수는 상기 수격 펌프(210)에 포함된 압력 용기(213) 및 제 2유동관(212)을 거쳐 상기 저장 탱크(220)에 저장될 수 있다.In the rainwater storage step (S240), when the air in the pressure vessel 213 is compressed to a predetermined pressure or more, the second check valve 212a is closed to pressurize the rainwater in which the air in the pressure vessel 213 is compressed. In the process of flowing to the storage tank 220 by the storage, wherein the rainwater is stored in the storage tank 220 via the pressure vessel 213 and the second flow tube 212 included in the water hammer pump 210. Can be stored.
상기 인공 함양단계(S300)는 상기 우수를 지하로 이동시켜 저장하는 단계이다.The artificial cultivation step (S300) is a step of storing the rainwater to move underground.
도 11은 본 발명에 따른 인공 함양단계의 블록도이다.11 is a block diagram of the artificial rehabilitation step according to the present invention.
상기 인공 함양 단계(S300)는 도 12에 도시된 바와 같이, 우수 포집공정(S310), 우수 여과공정(S320), 지하 함양공정(S330) 및 초과 우수 외부 배출공정(S340)을 포함한다.The artificial cultivation step (S300), as shown in Figure 12, the storm collection process (S310), storm filtration process (S320), underground cultivation process (S330) and excess rain external discharge process (S340).
상기 우수 포집공정(S310)은 상기 수격 펌프(210)의 제1 체크밸브(211a)에서 배출되는 우수 및 도 2에 도시된 초과우수 배출부(400)의 제 1배수로(410)를 통해 유입된 우수를 포집하는 공정으로, 여기서, 상기 우수는 인공 함양부(300)에 포함된 포집 탱크(310)에 포집될 수 있다.The rainwater collecting process (S310) is introduced through the first drain passage 410 of the rainwater discharged from the first check valve 211a of the water hammer pump 210 and the excess rainwater discharge unit 400 shown in FIG. 2. In the process of collecting rainwater, the rainwater may be collected in the collection tank 310 included in the artificial recharge unit (300).
상기 우수 여과공정(S320)은 상기 우수 포집 공정(S310)에서 포집된 우수에 포함된 불순물을 제거하는 공정으로, 여기서, 상기 우수는 상기 인공 함양부(300)에 포함되어 세정과 여과를 동시에 수행할 수 있는 여과관(320)을 유동함으로써 상기 불순물이 제거될 수 있다.The rainwater filtering process (S320) is a process of removing impurities contained in the rainwater collected in the rainwater collecting process (S310), wherein the rainwater is included in the artificial regeneration unit 300 to perform washing and filtration at the same time. The impurities may be removed by flowing the filter tube 320.
상기 지하 함양공정(S330)은 상기 우수 여과 공정(S320)에서 불순물이 제거된 우수를 지하수층에 저장하는 공정으로, 상기 우수를 상기 여과관(320)에 연결된 주입 관정(330)을 통해 지하수층에 저장함으로써 상기 우수를 지하수로 활용하도록 할 수 있다.The underground culturing process (S330) is a process of storing the rainwater in which the impurities are removed in the rainwater filtration process (S320) in the groundwater layer, the rainwater is stored in the groundwater layer through the injection well 330 connected to the filter pipe 320 By doing so, the rainwater can be utilized as groundwater.
상기 초과 우수 외부 배출공정(S340)은 상기 포집 탱크(310)에 포집된 우수 중 상기 지하 함양공정(S330)에서 저장되는 인공함양 용량을 초과하는 우수를 제 2배수로(420)을 통해 외부로 배출하는 공정으로, 상기 초과 우수 외부 배출공정(S340)에서는 포집 지역에 내린 우수 중, 상기 초기우수 배제단계(S100)에서 배제된 우수, 상기 우수 펌핑저장단계(S200)에서 저장된 우수 및 상기 인공 함양단계(S300)에서 지하수로 저장된 우수를 제외한 나머지 우수만을 외부로 배출하여 우수 유출량을 저감시킬 수 있다.The excess rain external discharge process (S340) is discharged to the outside through the second drain 420 of the rain that exceeds the artificial cultivation capacity stored in the underground culture process (S330) of the rain collected in the collection tank (310). In the process, the excess rain external discharge step (S340) of the rain drops in the collection area, rainwater excluded in the initial excellent exclusion step (S100), rainwater stored in the rainwater pumping storage step (S200) and the artificial cultivation step Except the rainwater stored as groundwater in (S300) can discharge only the rainwater to the outside to reduce the amount of rainwater runoff.
이상과 같이 본 발명에 따른 우수 초기배제, 저장, 인공함양 장치 및 이를 이용한 우수 초기배제, 저장, 인공함양 방법을 예시한 도면을 참조로 하여 설명하였으나, 본 명세서에 개시된 실시예와 도면에 의해 본 발명이 한정되는 것은 아니며, 본 발명의 기술사상 범위 내에서 당업자에 의해 다양한 변형이 이루어질 수 있음은 물론이다.As described above with reference to the drawings illustrating the excellent initial exclusion, storage, artificial cultivation apparatus and the excellent initial exclusion, storage, artificial cultivation method using the same as described above, but by the embodiments and drawings disclosed herein The invention is not limited, and of course, various modifications may be made by those skilled in the art within the technical scope of the present invention.
본 발명에 따르면, 초기 우수를 순차적으로 정화시키며 단계적으로 포집하여 외부로 배출시킬 수 있고, 초기 우수가 배제된 우수를 무동력에 의해 지상에서 높은 위치에 저장하여 다양한 용도로 이용할 수 있으며, 초기 우수가 배제된 우수를 지하에 인공함양시켜 지하수로 활용할 수 있으므로, 우수 활용 분야에 보다 효과적으로 이용될 수 있다.According to the present invention, the initial rainwater can be sequentially purified and collected in stages to be discharged to the outside, and the rainwater excluded from the initial rainwater can be used for various purposes by being stored at a high position on the ground by the powerlessness. Since artificial rainwater can be utilized as groundwater by excavating rainwater that is excluded, it can be used more effectively in rainwater applications.

Claims (12)

  1. 우수를 포집하여 제거하는 초기우수 배제부;An initial excellent exclusion unit to collect and remove rainwater;
    상기 초기우수 배제부에서 배출된 우수를 지상에서 일정 높이로 상방 이동시켜 저장하는 우수 펌핑저장부;Rainwater pumping storage unit for storing the rainwater discharged from the initial excellent exclusion to move upwards from the ground to a certain height;
    상기 우수 펌핑저장부에서 배출된 우수를 지하로 이동시켜 저장하는 인공 함양부; 및An artificial reinforcement unit for storing rainwater discharged from the rainwater pumping storage unit underground; And
    상기 우수 펌핑저장부의 저장용량을 초과하는 우수 또는 상기 인공 함양부에 지하수로 저장되지 않은 우수를 외부로 배출하는 초과우수 배출부;An excess rainwater discharge unit configured to discharge rainwater that exceeds a storage capacity of the rainwater pumping storage unit or rainwater that is not stored as groundwater to the artificial recharging unit to the outside;
    를 포함하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.Excellent initial exclusion, storage, artificial cultivation device comprising a.
  2. 제 1항에 있어서,The method of claim 1,
    상기 초기우수 배제부는,The initial excellent exclusion unit,
    상기 우수가 유입되는 유입관;An inlet pipe through which the rainwater flows;
    상기 유입관과 연결되며 상기 우수를 포집하는 적어도 하나 이상의 포집관; 및At least one collecting tube connected to the inlet tube and collecting the rainwater; And
    상기 포집관과 연결되며 상기 포집관의 폐쇄로 상기 포집관에서 포집되지 않은 우수를 상기 우수 펌핑저장부로 배출시키는 배출관;을 포함하고,And a discharge pipe connected to the collection pipe and discharging the rainwater not collected in the collection pipe to the rainwater pumping storage unit by closing the collection pipe.
    상기 포집관은 내부에 포집되는 우수의 수위 상승으로 폐쇄되는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.The collection pipe is excellent initial excretion, storage, artificial cultivation device, characterized in that closed by rising water level of the rain is collected inside.
  3. 제 1항에 있어서,The method of claim 1,
    상기 초기우수 배제부는,The initial excellent exclusion unit,
    상기 우수가 유입되는 유입관;An inlet pipe through which the rainwater flows;
    상기 유입관과 연결되며 계단식 오름 구조로 서로 연결되어 상기 우수를 포집하는 복수개의 포집관; 및A plurality of collecting pipes connected to the inlet pipe and connected to each other in a stepped rise structure to collect the rainwater; And
    상기 포집관과 연결되며 상기 포집관의 폐쇄로 상기 포집관에서 포집되지 않은 우수를 상기 우수 펌핑저장부로 배출시키는 배출관;을 포함하고,And a discharge pipe connected to the collection pipe and discharging the rainwater not collected in the collection pipe to the rainwater pumping storage unit by closing the collection pipe.
    상기 포집관은 직렬로 연결된 복수개의 포집관 중 최초 포집관으로부터 최종 포집관까지 각각의 포집관 내부에 포집되는 우수의 수위 상승으로 단계적으로 폐쇄되는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.The initial collection, storage, and artificial cultivation apparatus, characterized in that the collection pipe is closed in stages by a rise in the level of rainwater collected in each collecting pipe from the first collecting pipe to the final collecting pipe among the plurality of collecting pipes connected in series. .
  4. 제 2항 또는 제 3항에 있어서,The method of claim 2 or 3,
    상기 유입관은,The inlet pipe,
    상기 우수를 수직 하강시키는 제 1유입관;A first inlet pipe for vertically lowering the rainwater;
    상기 제 1유입관과 연결되어 상기 우수를 수평 이동시키는 제 2유입관; 및A second inlet pipe connected to the first inlet pipe to horizontally move the rainwater; And
    상기 제 2유입관과 연결되어 상기 우수를 수직 상승시키는 제 3유입관;을 포함하고,And a third inflow pipe connected to the second inflow pipe to vertically raise the rainwater.
    상기 제 1유입관은 우수 유입부에 상기 우수를 정화시키는 제 1거름망을 구비하며,The first inlet pipe has a first strainer to purify the rainwater to the rainwater inlet,
    상기 제 2유입관은 내부에 상기 우수를 정화시키는 제 2거름망을 구비하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.The second inlet pipe is a rainwater initial excavation, storage, artificial cultivation apparatus characterized in that it has a second manure net to purify the rainwater therein.
  5. 제 2항에 있어서,The method of claim 2,
    상기 포집관은,The collection pipe,
    상기 포집관의 내주면 상부에 설치되며 중앙에 상부로 테이퍼진 유입구가 형성된 상부 개폐판;An upper opening and closing plate installed on an inner circumferential surface of the collection pipe and having a tapered inlet formed in an upper portion thereof;
    상기 포집관의 내주면 하부에 설치되며 중앙에 하부로 테이퍼진 배출구가 형성된 하부 개폐판; 및A lower opening and closing plate installed below the inner circumferential surface of the collection pipe and having a discharge outlet tapered downward in the center thereof; And
    상기 상부 개폐판과 하부 개폐판 사이에서 우수의 수위 상승으로 부상하여 상기 유입구를 폐쇄시키는 볼 밸브;A ball valve that floats between the upper opening and closing plates and the lower opening and closing plate to rise at an excellent water level to close the inlet;
    를 포함하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.Excellent initial exclusion, storage, artificial cultivation device comprising a.
  6. 제 1항에 있어서,The method of claim 1,
    상기 우수 펌핑저장부는,The excellent pumping storage unit,
    상기 초기우수 배제부에서 배출된 우수를 무동력에 의해 상방 이동시키는 수격 펌프(hydraulic ram pump); 및A hydraulic ram pump for moving the rainwater discharged from the initial rainwater exclusion unit upward by the non-power; And
    상기 수격 펌프에 의해 상방 이동된 우수를 저장하는 저장 탱크;A storage tank for storing the rainwater moved upward by the water hammer pump;
    를 포함하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.Excellent initial exclusion, storage, artificial cultivation device comprising a.
  7. 제 6항에 있어서,The method of claim 6,
    상기 수격 펌프는,The water hammer pump,
    상기 초기우수 배제부에서 배출된 우수를 유동시키는 제 1유동관;A first flow pipe configured to flow the rainwater discharged from the initial rainwater exclusion unit;
    상기 제 1유동관에 설치되어 상기 제 1유동관을 개폐시키는 제1 체크밸브;A first check valve installed in the first flow tube to open and close the first flow tube;
    상기 제 1유동관에 일 단이 연결되고 상기 저장 탱크에 타 단이 연결되어 상기 우수를 상기 저장 탱크로 유동시키는 제 2유동관;A second flow tube having one end connected to the first flow tube and the other end connected to the storage tank to flow the rainwater to the storage tank;
    상기 제 2유동관에 설치되어 상기 제 2유동관을 개폐시키는 제2 체크밸브; 및A second check valve installed in the second flow tube to open and close the second flow tube; And
    상기 제 2유동관에 연결되는 압력 용기;를 포함하고,A pressure vessel connected to the second flow tube;
    상기 수격 펌프는,The water hammer pump,
    상기 제1 체크밸브가 개방되는 경우 상기 우수를 상기 제 1유동관 외부로 배출하고,When the first check valve is opened to discharge the rainwater to the outside of the first flow pipe,
    상기 제1 체크밸브가 폐쇄되는 경우 수격 작용에 의해 상기 제2 체크밸브가 개방되면서 우수의 유입으로 상기 압력 용기의 내부 공기가 압축되며,When the first check valve is closed, the air inside the pressure vessel is compressed by the inflow of rain while the second check valve is opened by the water hammer.
    상기 제 1유동관의 압력 변화에 의해 상기 제2 체크밸브가 폐쇄되는 경우 상기 압력 용기 내부의 압축 공기가 팽창하여 상기 우수를 상기 제 2유동관을 통해 상기 저장 탱크에 저장하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.When the second check valve is closed by the change in pressure of the first flow pipe compressed air inside the pressure vessel is expanded to store the rainwater in the storage tank through the second flow pipe, characterized in that , Storage, manifold device.
  8. 제 7항에 있어서,The method of claim 7, wherein
    상기 인공 함양부는,The artificial cultivation unit,
    상기 제 1유동관에서 배출되는 우수를 포집하는 포집 탱크;A collecting tank for collecting rainwater discharged from the first flow pipe;
    상기 포집 탱크에서 배출되는 우수 중의 불순물을 제거하는 여과관; 및A filter tube for removing impurities in rainwater discharged from the collection tank; And
    상기 여과관에 연결되어 불순물이 제거된 우수를 지하수층에 저장하는 주입 관정;An injection well connected to the filtration tube to store rainwater from which impurities are removed in the groundwater layer;
    을 포함하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.Excellent initial exclusion, storage, artificial cultivation device comprising a.
  9. 제 8항에 있어서,The method of claim 8,
    상기 포집 탱크와 주입 관정은 공기를 배출하여 내부 압력의 상승을 방지하는 공기 배출관이 각각 연결되고,The collection tank and the injection well is connected to each of the air discharge pipe to discharge the air to prevent an increase in the internal pressure,
    상기 공기 배출관은 끝단에 곤충 및 이물질의 유입을 방지하는 격자망이 각각 구비된 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.The air discharge pipe is excellent initial excretion, storage, artificial cultivation device, characterized in that each end is provided with a grid to prevent the introduction of insects and foreign matter.
  10. 제 8항에 있어서,The method of claim 8,
    상기 초과우수 배출부는,The excess water discharge portion,
    상기 저장 탱크의 저장용량을 초과하는 우수를 상기 포집 탱크로 배출하는 제 1배수로; 및A first drain for discharging rainwater that exceeds a storage capacity of the storage tank to the collection tank; And
    상기 포집 탱크에 포집된 우수 중 상기 주입관정의 인공함양 용량을 초과하는 우수를 외부로 배출하는 제 2배수로;를 포함하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 장치.The first drainage, storage, artificial cultivation apparatus comprising a; a second drain to discharge the rainwater that exceeds the artificial cultivation capacity of the injection pipe out of the rainwater collected in the collection tank.
  11. 초기우수를 순차적으로 정화시키며 포집하는 초기우수 배제단계;An initial excellent exclusion step of sequentially purifying and collecting the initial excellent;
    상기 초기우수가 배제된 우수를 수격 펌프에 의해 지상에서 일정 높이로 상방 이동시켜 저장하는 우수 펌핑저장단계; 및An excellent pumping storage step of storing the rainwater from which the initial excellent water is excluded by moving upward from the ground to a predetermined height by a water hammer; And
    상기 우수를 지하로 이동시켜 저장하는 인공 함양단계;를 포함하고,Includes; artificial cultivation step for moving the rainwater underground;
    상기 우수 펌핑저장단계는,The excellent pumping storage step,
    상기 수격 펌프에 포함된 제1 체크밸브의 개방으로 상기 우수를 외부로 배출하는 제1 체크밸브 우수 배출공정;A first check valve rainwater discharge process for discharging the rainwater to the outside by opening the first check valve included in the water hammer pump;
    상기 제1 체크밸브가 압상되어 폐쇄되는 경우, 수압에 의해 상기 수격 펌프에 포함된 제2 체크밸브를 압상하여 개방하는 제2 체크밸브 개방공정;A second check valve opening step of pressing and opening the second check valve included in the water hammer by the hydraulic pressure when the first check valve is pressed and closed;
    상기 제2 체크밸브가 개방되는 경우, 수압에 의해 상기 수격 펌프에 포함된 압력용기의 내부 공기를 압상하는 압력용기 압상공정; 및A pressure vessel pressing step of pressing the internal air of the pressure vessel included in the water hammer by the hydraulic pressure when the second check valve is opened; And
    상기 압력용기 내 공기압 상승으로 상기 제2 체크밸브가 폐쇄되는 경우, 압력용기 내 공기압에 의해 상기 우수를 저장 탱크로 상승 유동시켜 저장하는 우수 저장 공정;A rainwater storage step of storing the rainwater as it rises and flows into the storage tank by the air pressure in the pressure vessel when the second check valve is closed due to an increase in the air pressure in the pressure vessel;
    을 포함하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 방법.Excellent initial exclusion, storage, artificial cultivation method comprising a.
  12. 제 11항에 있어서,The method of claim 11,
    상기 인공 함양단계는,The artificial cultivation step,
    상기 수격 펌프에서 배출되는 우수를 포집하는 우수 포집공정;A storm collecting process for collecting storm water discharged from the water hammer pump;
    상기 우수 포집 공정에서 포집된 우수에 포함된 불순물을 제거하는 우수 여과공정;Rainwater filtration process for removing impurities contained in rainwater collected in the rainwater collecting process;
    상기 우수 여과 공정에서 불순물이 제거된 우수를 지하수층에 저장하는 지하 함양공정; 및An underground cultivation step of storing rainwater from which impurities are removed in the rainwater filtering process in an underground water layer; And
    상기 지하함양 공정에서 저장되는 인공함양 용량을 초과하는 우수를 외부로 배출하는 초과 우수 외부 배출공정;Excess rain external discharge process for discharging rainwater in excess of the artificial cultivation capacity stored in the underground culture process to the outside;
    을 포함하는 것을 특징으로 하는 우수 초기배제, 저장, 인공함양 방법.Excellent initial exclusion, storage, artificial cultivation method comprising a.
PCT/KR2013/000281 2012-11-28 2013-01-14 Apparatus for removing, storing and artificially recharging early-stage rainwater, and method for removing, storing and artificially recharging early-stage rainwater using same WO2014084443A1 (en)

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KR101621825B1 (en) * 2015-11-10 2016-05-17 주식회사 모움과나눔 Fluid injecting system into multiple tube wells
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