KR20120124583A - Water treatment system for nonpoint pollution source - Google Patents

Water treatment system for nonpoint pollution source Download PDF

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Publication number
KR20120124583A
KR20120124583A KR1020110042309A KR20110042309A KR20120124583A KR 20120124583 A KR20120124583 A KR 20120124583A KR 1020110042309 A KR1020110042309 A KR 1020110042309A KR 20110042309 A KR20110042309 A KR 20110042309A KR 20120124583 A KR20120124583 A KR 20120124583A
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KR
South Korea
Prior art keywords
filter
treatment system
rainwater
belt
point source
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KR1020110042309A
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Korean (ko)
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KR101281034B1 (en
Inventor
이종열
최삼룡
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아름다운 환경건설(주)
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Priority to KR20110042309A priority Critical patent/KR101281034B1/en
Publication of KR20120124583A publication Critical patent/KR20120124583A/en
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    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D24/00Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof
    • B01D24/02Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration
    • B01D24/20Filters comprising loose filtering material, i.e. filtering material without any binder between the individual particles or fibres thereof with the filter bed stationary during the filtration the filtering material being provided in an open container
    • B01D24/26Upward filtration
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D36/00Filter circuits or combinations of filters with other separating devices
    • B01D36/04Combinations of filters with settling tanks
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/001Processes for the treatment of water whereby the filtration technique is of importance
    • C02F1/004Processes for the treatment of water whereby the filtration technique is of importance using large scale industrial sized filters
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F5/00Sewerage structures
    • E03F5/14Devices for separating liquid or solid substances from sewage, e.g. sand or sludge traps, rakes or grates
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B01PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01DSEPARATION
    • B01D2221/00Applications of separation devices
    • B01D2221/12Separation devices for treating rain or storm water
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/001Runoff or storm water
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/30Wastewater or sewage treatment systems using renewable energies
    • Y02W10/37Wastewater or sewage treatment systems using renewable energies using solar energy

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  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Water Supply & Treatment (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Health & Medical Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Organic Chemistry (AREA)
  • Sewage (AREA)
  • Water Treatment By Sorption (AREA)
  • Biological Treatment Of Waste Water (AREA)

Abstract

PURPOSE: A non-point pollutant water treatment system is provided to minimize clogging and decomposition phenomenon and to easily control pores in filtering fabric. CONSTITUTION: A non-point pollutant water treatment system includes a water collecting bath(100), an automatic filtering device(200), a solar cell system(300), a filtering media-based filter(400), and a soil trench(500). The water collecting bath collects initial rainwater and separates primary foreign materials from the initial rainwater. The automatic filtering device filters suspended materials in the rainwater from the water collecting bath. The solar cell system transfers power to the automatic filtering device. The filtering media-based filter removes pollutants from rainwater through the automatic filtering device. The soil trench is stacked with carriers(420). Grasses or trees are planted on the surface of the soil trench to remove pollutants. [Reference numerals] (AA) Solar cell; (BB) Storage battery

Description

Water treatment system for nonpoint pollution source

The present invention relates to a non-point source treatment system, and more particularly, by effectively purifying and discharging organic and inorganic pollutants introduced from non-point sources such as roads, bridges, large buildings, and wastewater treatment plants, rivers, rivers, The present invention relates to a non-point source water treatment system that effectively prevents contamination of groundwater, so that it can be safely reused as living water, industrial water, and landscaping water, and is easy to maintain and reduce initial installation and maintenance costs. .

       Generally, pollutants include point pollutants emitted from well-defined and limited point sources, such as domestic sewage, industrial waste and livestock waste, and agricultural land in unspecified areas, grasslands, forests, construction sites, mines, logging sites, Discharge areas can be divided into nonpoint pollutants emitted from an unspecified and widespread nonpoint source, such as waste disposal sites, landfills, urban areas, roads, and industrial sites.

       Among them, the conventional non-point pollutant treatment technology includes a screen for removing contaminants by installing a partition horizontally and removing contaminants by passing various media such as zeolite or activated carbon, and other conventional technologies. Is a technique for forming a layer of media such as sand, activated carbon, zeolite so that rainwater flows through the media from top to bottom or through the media from the bottom to the top.

       However, these prior art has a specific gravity of the media is greater than the water, and the media is filled with a fixed type, so that the media layer is clogged due to fine turbidity at the time of rain inflow, as well as there is a lot of difficulty in backwashing the media.

       At present, contact materials for treating pollutants used in stormwater treatment devices have been developed in various ways such as ocher, ceramic, wood chip using wood, plastic freely formed and light in specific gravity. In addition, a variety of water treatment devices to which such contact media are applied have been developed. However, their commonality is to increase the voids that can be attached to the microorganisms to the maximum, to stabilize the growth of the microorganisms and to withstand impact loads such as poor loads or overloads, but they are easily stretched, desorption, or difficult to attach. There is a problem such as causing secondary pollution or expensive manufacturing costs.

 As a result, in reality, the ocher-ceramic carrier containing activated carbon carrier to remove organic matter and the zeolite to remove inorganic matter from the pollutants dissolved in the primary filtered rainwater are laminated and intermittently aerated to decay and blockage. Dissolved contaminants are removed by going through an upflow filter to prevent water, and gravel or ocher ceramic carriers are stacked again, and aeration pipes are installed in the middle to clean the soil. There is a need for a nonpoint source water treatment system that can remove contaminants from the initial stormwater while passing through soil trenches to remove contaminants from the interior.

In particular, in the non-point source water treatment system that can remove the pollutants of the initial rainwater, an automatic filtration device that can reduce the corruption and clogging to the minimum in the process of filtering the pollutants after the initial rainwater is urgently required.

Accordingly, an object of the present invention is to conceive in view of the above-described conventional problems, by effectively purifying and discharged organic and inorganic pollutants introduced from nonpoint source such as roads, bridges, large buildings, wastewater treatment plants, rivers, rivers By effectively preventing contamination of water, groundwater, etc., it can be safely reused as living water, industrial water, and landscaping water, and at the same time, provides a non-point source water treatment system that is easy to maintain and reduce initial installation and maintenance costs. There is.

Another object of the present invention is to provide an automatic filtration device using a filter cloth that can reduce the corruption and clogging to a minimum in the non-point source water treatment system and can freely control the air gap.

As a means for achieving the above object, the non-point source treatment system according to the present invention, a collection tank for collecting the initial excellent water to separate the primary foreign matter, an automatic filtration device for continuously filtering and storing the suspended solids from the collection tank, the A solar cell system for transmitting power to a continuous automatic filtration device, and an upward flow filter for removing pollutants of primary rainwater filtered by the automatic filtration device; Gravel or ocher ceramic carrier is laminated to filter the rainwater passed through the upflow filter medium, and the surface is composed of a soil trench to remove contaminants in the soil by planting grass or trees.

According to an embodiment of the present invention, the automatic filtration device includes a belt having an endless track, a filter cloth supplied over the belt, a belt driving motor for continuously supplying the filter cloth while driving the belt, and filtered suspended solids. It is equipped with a filtration storage tank for storing, and a water level sensor for detecting the water level to stop the belt drive motor.

The non-point source treatment system according to the present invention effectively cleans and discharges inorganic and inorganic pollutants introduced from non-point sources such as roads, bridges, large buildings, and wastewater treatment plants by means of the above-mentioned solutions, such as rivers, rivers, and groundwater. By effectively preventing pollution, it can be safely reused as living water, industrial water, and landscaping water, and at the same time, it is easy to maintain and reduce initial installation and maintenance costs.

1 is a schematic block diagram illustrating a non-point source treatment system according to the present invention.
2 is a plan view of the continuous filter 220 shown in FIG.
3 is a side view of the continuous filter shown in FIG.
4 is a front view (FIG. 4A) and a perspective view (FIG. 4B) of the belt 221 shown in FIG. 3, and a side view showing a state in which the belt and the filter cloth 222 are combined.

Next, an embodiment of the present invention will be described in detail with reference to the accompanying drawings.

1 illustrates a schematic diagram of a non-point source treatment system according to the present invention.

As shown in Figure 1, the non-point source treatment system according to the present invention is largely seen, the collection of the initial excellent water collecting tank 100 to separate the primary foreign matter, automatic filtration to filter and store the suspended solids from the collecting tank 100 Apparatus 200, solar cell system 300 for transmitting power to the automatic filtration device, upflow filter medium for removing the pollutants of the primary filtered by the automatic filtration device 200; Gravel or ocher ceramic carriers are stacked to filter rainwater that has passed through the upflow filter medium 400, and a soil trench 500 is formed by planting grass or trees on the surface to remove contaminants in the soil.

In more detail, in the non-point source treatment system according to the present invention, the sewage pipe 110 through which rainwater containing rain sand or large foreign matters flows through the sewage pipe 110 and the rainwater flowing through the sewage pipe 110. Baffle plate 120 for primary separation of sand or large foreign matters by braking direction, and pumping pipes 130 and 140 for pumping sand or large foreign matters deposited on the floor to separate and separate from the outside. Collecting tank 100 provided; The distribution pipe 210 for dispensing the supernatant filled in the sump and distributing the filter to the filtration apparatus, and the filter cloth is continuously supplied to the supernatant introduced through the distribution pipe 210 according to the degree of clogging of the suspended solids. Automatic filter with a continuous filter 220, a storage tank 230 for storing the filter cloth and the suspended solids are separated and dropped to the bottom while the rainwater is supplied above the continuous filter 220 and filtered by the continuous filter Device 200; A solar cell system 300 that transmits power to the continuous filter 220 in the storage tank 230 and includes a solar cell 310, a storage battery 320, and a controller 330; Ocher ceramic carrier 420 containing a large amount of activated carbon carrier 410 to remove organic matter from the pollutants dissolved in the rainwater filtered by the continuous filter 220 and zeolite to remove the inorganic material Is stacked, by intermittently aeration to prevent corruption and clogging and on one side pumping pipe 430 is installed upflow filter filter 400; The gravel or ocher ceramic carrier 520 is stacked to filter the rainwater once the dissolved pollutants have been removed while passing through the upflow filter medium 400, and the pipe 530 can be mounted in the middle to clean the surface. In order to remove the contaminants in the soil by planting the grass or trees 540, one side is provided with a soil trench 500, the cleaning port 510 is installed. Reference numerals 600 and 700 denote blowers and bypass tubes, respectively, as will be described later.

In particular, when the upstream filtration in the upflow filter medium 400, using a molded ocher ceramic carrier containing a lot of zeolite in the lower portion of the upflow filter medium 400 is active adsorption of heavy metals and microbial adhesion can be removed to remove heavy metals and organic matter and flow of water Non-woven fabric filled with activated carbon can control the amount of sludge filtered freely by adjusting the density and thickness of dissolved organic materials and non-woven fabric, and do not require much power (power) due to the characteristics of non-point source reduction device. In general, since the operation time is usually about 2 hours or so, the solar cell is supplied by using solar cells only when necessary for operation, thereby reducing installation costs and minimizing maintenance costs.

On the other hand, the biggest problem of filtration and soil trenches is clogging, but in order to prevent clogging while minimizing clogging, aeration by self power is intermittently made to clean and decompose organic matters. To be maintained. Therefore, in order to prevent air flow and clogging at the time of aeration, it is preferable to place an aeration cylinder in the middle of the filtration membrane so that the empty space and the diffuser are arranged so that the air reaches the maximum area to the middle layer of the filtration membrane.

According to the exemplary embodiment of the present invention, the upflow filter medium 400 is blocked by intermittently aeration using an external blower 600 connected to the solar cell system 300, and contaminants are removed. The bottom sediment was cleaned, and the bypass filter 700 was provided in the continuous filter 220 and the upflow filter 400.

2 and 3 are plan and side views schematically illustrating the continuous filter 220.

As shown in Figures 2 and 3, the continuous filter 220 according to the present invention is an endless belt 221, the filter cloth 222 supplied over the belt and the filter cloth roll 225 wound around it, A belt drive motor 223 for driving the belt and continuously supplying the filter cloth, and connected to the belt drive motor, so that the belt drive motor 223 is stopped in operation according to a change in the water level of the storage tank due to the filter cloth closing. Water level sensor 224 for detecting the water level of the reservoir, belt tension device 226 for adjusting the tension of the belt, non-slip mangle (227) to prevent the filter cloth from slipping, flow rate for distributing the flow to the filter cloth Distributor 228 and a filtrate tank 229 for storing filtrate at the bottom.

4 is a front view (FIG. 4A) and a perspective view (FIG. 4B) of the belt 221 shown in FIG. 3, and a side view (FIG. 4C) showing a state in which the belt and the filter cloth 222 are combined. Omit.

Continuous filter 220 with these components is operated as follows.

First, when the filter cloth 222 is continuously supplied to the belt 221 formed in the caterpillar continuously and the rainwater is supplied over the filter cloth, the filter cloth is blocked by sludge contained in the rainwater, thereby raising the water level and reaching a certain level. When the water level sensor 224 detects this, the belt driving motor 223 is automatically operated. When the belt drive motor 223 operates, a new filter cloth is supplied and the motor driving is automatically stopped while the water level is lowered. The filter cloth clogged by the sludge is accumulated in the storage tank 230 and is cleaned and filtered during maintenance and supplied to the upstream filter medium 400 located downstream. In this case, the filter cloth to be used may be reused by using a single-use or non-woven fabric or fabric.

Continuous filter 220 according to the present invention is continuously supplied with a new filter cloth from the filter cloth roll 225 positioned on the endless belt, the tension of the belt conveying the filter cloth by the belt tensioning device 226 is maintained, the filtered water The supply of filter cloth is automatically controlled by the water level sensor 224 for detecting the water level of the storage tank.

Although the present invention has been described with reference to the embodiments, it is only for the purpose of illustrating the present invention, and various modifications or equivalent embodiments of the present invention will be apparent to those having ordinary skill in the art to which the present invention pertains. You will understand that it is possible. Accordingly, the true scope of the present invention should be determined by the technical idea of the claims.

100: sump tank 110: sewage pipe
120: baffle plate 130: pumping pipe
200: automatic filtration device 210: distribution pipe
220: continuous filter 221: belt
222: filter cloth 223: drive motor
224: water level sensor 225: filter cloth roll
226: belt tension control device 227: anti-slip mangle
228: flow distribution device 229: filtered water tank
230: storage tank 300: solar cell system
310: solar cell 320: storage battery
330: controller 400: upflow filter
410: activated carbon carrier 420, 520: ocher ceramic carrier
500: soil trench 510: cleaning hole
530: pipe 540: grass or trees
600: blower 700: bypass tube

Claims (9)

A collecting tank for separating initial foreign matters by collecting initial excellent water;
Automatic filtration device for filtering and storing the suspended solids from the water tank;
A solar cell system for transmitting power to the automatic filtration device;
An upflow filter medium for removing pollutants of rainwater filtered by the automatic filtration device;
Gravel or ocher ceramic carrier is laminated so as to filter the rainwater passed through the upflow filter medium, and the soil trench to remove contaminants in the soil by planting grass or trees on the surface.
The water tank of claim 1, wherein
Sewage pipes where rainwater containing sand or large foreign matters flows, baffle plates for first separating the sand or large foreign matters by braking the direction of rainwater flowing through the sewage pipes, and depositing on the floor Non-point source treatment system characterized in that it comprises a pumping pipe for pumping the separated sand or large foreign matter separately from the outside.
According to claim 1, The automatic filtration device,
Distribution pipe for dispensing the supernatant water filled in the sump and distributing to the filtration device, continuous filter in which filter cloth is continuously supplied according to the degree of clogging of suspended solids with respect to the supernatant water introduced through the distribution pipe, the continuous Non-point source water treatment system characterized in that it is equipped with a storage tank for storing the filter cloth and the suspended solids filtered by the continuous filter while the suspended solids are separated and supplied to the top of the type filter.
The method of claim 3, wherein the continuous filter,
A belt having an endless track, a filter cloth supplied over the belt, a belt drive motor for continuously supplying the filter cloth while driving the belt, and the belt drive motor connected to the belt drive motor to operate according to the water level of the storage tank. Water level sensor for detecting the level of the reservoir to stop, Belt tension control device for adjusting the tension of the belt, Non-slip mangle to prevent the filter cloth from slipping, Flow distribution device for distributing the flow rate to the filter cloth, and stores the filtered water at the bottom Non-point source water treatment system comprising a filtered water tank.
The method of claim 3, wherein the solar cell system,
A non-point source water treatment system for transmitting power to a continuous filter in the storage tank, comprising a solar cell, a storage battery, and a controller.
The filter of claim 3, wherein the upward flow filter
By laminating and intermittently aeration of an ocher ceramic carrier containing a large amount of activated carbon carrier to remove organic matter from the dissolved pollutants of rainwater filtered by the continuous filter and zeolite to remove inorganic matters Non-point source water treatment system to prevent corruption and clogging, characterized in that the pumping pipe is installed on one side.
The non-point source treatment system of claim 1, wherein a bypass tube is installed in the continuous filter and the upflow filter. The method of claim 1, wherein the soil trench,
Gravel or ocher ceramic carriers are stacked, pipes are installed in the middle to allow cleaning, soil or trees are planted on the surface to remove contaminants in the soil, and one side is provided with a cleaning tool. Nonpoint source water treatment system.
According to claim 1, wherein the non-point source treatment system,
The apparatus further includes a blower connected to the solar cell system, wherein the upflow filter has a non-point source water treatment system which prevents clogging due to intermittent aeration of the blower, removes contaminants, and cleans bottom sediment. .
KR20110042309A 2011-05-04 2011-05-04 Water treatment system for nonpoint pollution source KR101281034B1 (en)

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Application Number Priority Date Filing Date Title
KR20110042309A KR101281034B1 (en) 2011-05-04 2011-05-04 Water treatment system for nonpoint pollution source

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Application Number Priority Date Filing Date Title
KR20110042309A KR101281034B1 (en) 2011-05-04 2011-05-04 Water treatment system for nonpoint pollution source

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KR101281034B1 KR101281034B1 (en) 2013-07-09

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101936542B1 (en) * 2018-05-23 2019-04-03 박종범 Water treatment dually monitering system
KR102280469B1 (en) * 2021-06-01 2021-07-22 중경산업 주식회사 Non-point pollution decrease apparatus
CN115490364A (en) * 2022-09-21 2022-12-20 厦门海沧城建绿色产业有限公司 Rainwater recycling process suitable for garden landscape

Families Citing this family (2)

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Publication number Priority date Publication date Assignee Title
KR101403550B1 (en) 2014-04-23 2014-06-09 이미란 Interchange ecology system for reduction of non-point pollutions, carbon dioxide(co_2) and exhaust fumes from automobiles
KR102542499B1 (en) 2022-11-29 2023-06-14 주식회사 정도건설산업 Non-point pollution reduction facility with self-generation function

Family Cites Families (4)

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Publication number Priority date Publication date Assignee Title
KR200296744Y1 (en) 2002-08-26 2002-11-30 박영식 Purifying Apparatus for Small Sewage
KR100533326B1 (en) * 2003-07-26 2005-12-05 주식회사 환경시설관리공사 Draining system for purifying the non-point pollution material in rainwater
JP2006144468A (en) 2004-11-24 2006-06-08 Shin Meiwa Ind Co Ltd Screen device
KR101030976B1 (en) 2010-09-06 2011-04-28 주식회사 서영엔지니어링 Plant community apparatus for water purification using photovoltaic power generation

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101936542B1 (en) * 2018-05-23 2019-04-03 박종범 Water treatment dually monitering system
KR102280469B1 (en) * 2021-06-01 2021-07-22 중경산업 주식회사 Non-point pollution decrease apparatus
CN115490364A (en) * 2022-09-21 2022-12-20 厦门海沧城建绿色产业有限公司 Rainwater recycling process suitable for garden landscape
CN115490364B (en) * 2022-09-21 2024-02-09 厦门海沧城建绿色产业有限公司 Rainwater recovery treatment process suitable for landscape architecture

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