KR101581315B1 - Physical and chemical waste water treatment apparatus - Google Patents
Physical and chemical waste water treatment apparatus Download PDFInfo
- Publication number
- KR101581315B1 KR101581315B1 KR1020150082612A KR20150082612A KR101581315B1 KR 101581315 B1 KR101581315 B1 KR 101581315B1 KR 1020150082612 A KR1020150082612 A KR 1020150082612A KR 20150082612 A KR20150082612 A KR 20150082612A KR 101581315 B1 KR101581315 B1 KR 101581315B1
- Authority
- KR
- South Korea
- Prior art keywords
- sludge
- wastewater
- water
- filter
- bag filter
- Prior art date
Links
- 238000004065 wastewater treatment Methods 0.000 title claims abstract description 16
- 239000002894 chemical waste Substances 0.000 title description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 118
- 239000010802 sludge Substances 0.000 claims abstract description 101
- 239000002351 wastewater Substances 0.000 claims abstract description 79
- 238000005345 coagulation Methods 0.000 claims abstract description 29
- 230000015271 coagulation Effects 0.000 claims abstract description 29
- 238000011282 treatment Methods 0.000 claims abstract description 29
- 239000002699 waste material Substances 0.000 claims abstract description 25
- 238000004062 sedimentation Methods 0.000 claims abstract description 22
- 238000005086 pumping Methods 0.000 claims abstract description 16
- 239000003795 chemical substances by application Substances 0.000 claims abstract description 15
- 238000003756 stirring Methods 0.000 claims abstract description 15
- 239000013049 sediment Substances 0.000 claims abstract description 12
- 239000000126 substance Substances 0.000 claims abstract description 12
- 238000005189 flocculation Methods 0.000 claims abstract description 11
- 230000016615 flocculation Effects 0.000 claims abstract description 11
- 230000001954 sterilising effect Effects 0.000 claims abstract description 11
- 238000000034 method Methods 0.000 claims abstract description 10
- 230000008569 process Effects 0.000 claims abstract description 10
- 230000000903 blocking effect Effects 0.000 claims abstract description 9
- 238000001914 filtration Methods 0.000 claims abstract description 9
- 230000006698 induction Effects 0.000 claims abstract description 9
- 239000003814 drug Substances 0.000 claims abstract description 7
- 239000002245 particle Substances 0.000 claims abstract description 6
- 238000000926 separation method Methods 0.000 claims abstract description 6
- 229940079593 drug Drugs 0.000 claims abstract description 5
- 238000011221 initial treatment Methods 0.000 claims abstract description 5
- 241000588724 Escherichia coli Species 0.000 claims abstract description 3
- 238000006243 chemical reaction Methods 0.000 claims abstract description 3
- 238000001514 detection method Methods 0.000 claims abstract description 3
- 231100001240 inorganic pollutant Toxicity 0.000 claims abstract description 3
- 238000012544 monitoring process Methods 0.000 claims abstract description 3
- 230000009257 reactivity Effects 0.000 claims abstract description 3
- 238000011109 contamination Methods 0.000 claims description 2
- 238000000746 purification Methods 0.000 abstract description 8
- 230000001965 increasing effect Effects 0.000 abstract description 7
- 239000000356 contaminant Substances 0.000 abstract description 6
- 238000004659 sterilization and disinfection Methods 0.000 abstract description 5
- 229920000642 polymer Polymers 0.000 abstract description 4
- 238000012545 processing Methods 0.000 abstract description 3
- 230000001376 precipitating effect Effects 0.000 abstract description 2
- 238000003795 desorption Methods 0.000 abstract 1
- 230000001112 coagulating effect Effects 0.000 description 9
- 239000000701 coagulant Substances 0.000 description 6
- 238000001556 precipitation Methods 0.000 description 5
- 241000894006 Bacteria Species 0.000 description 4
- 239000004744 fabric Substances 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 239000004576 sand Substances 0.000 description 4
- 238000007599 discharging Methods 0.000 description 3
- 230000001939 inductive effect Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 239000012716 precipitator Substances 0.000 description 3
- 238000012546 transfer Methods 0.000 description 3
- CBENFWSGALASAD-UHFFFAOYSA-N Ozone Chemical compound [O-][O+]=O CBENFWSGALASAD-UHFFFAOYSA-N 0.000 description 2
- 230000009471 action Effects 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 2
- 238000012937 correction Methods 0.000 description 2
- 239000003344 environmental pollutant Substances 0.000 description 2
- 231100000719 pollutant Toxicity 0.000 description 2
- 239000008213 purified water Substances 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 239000004094 surface-active agent Substances 0.000 description 2
- 229910021642 ultra pure water Inorganic materials 0.000 description 2
- 239000012498 ultrapure water Substances 0.000 description 2
- 238000009825 accumulation Methods 0.000 description 1
- 238000013019 agitation Methods 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 239000013078 crystal Substances 0.000 description 1
- 230000006378 damage Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000011033 desalting Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000029087 digestion Effects 0.000 description 1
- 238000011049 filling Methods 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 229910052500 inorganic mineral Inorganic materials 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 239000011707 mineral Substances 0.000 description 1
- 239000003305 oil spill Substances 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
- 238000009958 sewing Methods 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
- 239000000271 synthetic detergent Substances 0.000 description 1
- 239000010920 waste tyre Substances 0.000 description 1
Images
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F9/00—Multistage treatment of water, waste water or sewage
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D35/00—Filtering devices having features not specifically covered by groups B01D24/00 - B01D33/00, or for applications not specifically covered by groups B01D24/00 - B01D33/00; Auxiliary devices for filtration; Filter housing constructions
- B01D35/02—Filters adapted for location in special places, e.g. pipe-lines, pumps, stop-cocks
-
- B01F7/16—
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/30—Treatment of water, waste water, or sewage by irradiation
- C02F1/32—Treatment of water, waste water, or sewage by irradiation with ultraviolet light
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/5236—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents
- C02F1/5245—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using inorganic agents using basic salts, e.g. of aluminium and iron
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/52—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities
- C02F1/54—Treatment of water, waste water, or sewage by flocculation or precipitation of suspended impurities using organic material
- C02F1/56—Macromolecular compounds
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F11/00—Treatment of sludge; Devices therefor
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2103/00—Nature of the water, waste water, sewage or sludge to be treated
- C02F2103/44—Nature of the water, waste water, sewage or sludge to be treated from vehicle washing facilities
Abstract
The present invention relates to a physico-chemical wastewater treatment apparatus, and more particularly, to a wastewater treatment apparatus capable of precipitating vapors and other foreign matter contained in wastewater originating from an automatic or manual car wash and injecting primary and secondary coagulation chemicals, The present invention relates to a physicochemical wastewater purification treatment capable of further increasing the purification treatment of wastewater originating from an automatic or manual car wash, as well as removing sludge converted to coagulated sludge from waste oil, as well as a sterilization process in final treatment water.
In order to achieve this, the present invention is characterized in that wastewater originating from an automatic or manual car wash is introduced, and a sinkwater tank 210 is installed at one side of the water separation wall 212 and an inflow collector 200 An oil outflow blocking block 211 for blocking the waste oil contained in the wastewater from passing to the next stage; and a water level sensing unit 210 for sensing the amount of wastewater flowing into the water level control tank 220, A waste water pressure feed line 222 provided with a waste water pump P for feeding the wastewater into the second step 221 and the next step of the incoming wastewater; The polymer stored in the chemical chamber 320 is supplied with the medicine from the second pump P2 provided in the second supply line 321 and the flocculant settler 500 for increasing the flocculability of the sludge (500) is provided with a stirring blade 511 and a sludge collecting hop bar 530 provided at the lower part to facilitate collection of sludge. The flocculant 500 is connected to the bag filter 600 in the next stage, (TP) capable of pumping primary treatment water treated in the coagulation sedimentation tank (500) and feeding it to the bag filter (600) is provided in the sludge collecting hopper (530) A sludge line SL having a sludge pump SP capable of transporting the collected sludge to the sludge filter 700 and a sludge line SL having a primary treatment A bag filtering filter 602 for filtering the residual contaminants remaining in the water or a part of the discharged sludge and other foreign matter, and the bag filter 600 remaining in the secondary treatment water flowing in the bag filter filter 600 at the next stage And an ultraviolet sterilizer 811 for sterilizing Escherichia coli and the like A processing tank 800 is divided into an ultraviolet disinfection chamber 810 and a storage tank 820 for storing ultraprocessed water and a sludge filter 700 is provided with a desorption unit In the physicochemical wastewater treatment apparatus 100 including the return line 703,
(PAC) stored in the first coagulation agent chamber 310 of the drug supply unit 300 is supplied to the wastewater by pumping the first pump P1 provided in the first supply line 311, A mixer unit 400 for causing a physical chemical reaction to mix waste oil and inorganic pollutants and waste oil particles with the wastewater and transporting wastewater to the coagulation sedimentator 500, A mixer housing (401) including a vortex induction plate (402) having a conveying screw shape so as to increase the reactivity of the mixer housing (401);
In the vicinity of the stirring vane 511, a sedimentation induction plate 520 having a funnel shape and divided into a plurality of sections is provided in order to guide the vortical circulation to the upper and lower sides when the wastewater is stirred and to increase the flocculation and sedimentation property of the sludge after the completion of the stirring. ;
The coagulation sediment generator 500 is provided with a water level sensing unit 540 having a low level sensing sensor 541 and a high level sensing sensor 542. The low level line TL- The automatic opening and closing valve A is opened by the instruction value inputted by the automatic control unit in accordance with the detection signal of the low water level sensor 541 so that the process water pump TP can control the treatment water by the bag filter 600 The automatic open / close valve B provided in the high-level line TL-H is opened by the input value of the automatic control unit according to the monitoring signal of the high water level sensor 542, Means for pumping treatment water to the bag filter (600);
The bag filter housing 701 provided in the sludge filter 700 includes a bag filter bag 702 for reducing the sludge moisture content.
Description
The present invention relates to a physico-chemical wastewater treatment apparatus, and more particularly, to a wastewater treatment apparatus capable of precipitating vapors and other foreign matter contained in wastewater originating from an automatic or manual car wash and injecting primary and secondary coagulation chemicals, The present invention relates to a physico-chemical wastewater treatment apparatus capable of increasing the purification treatment of wastewater originating from an automatic or manual car wash, as well as removing sludge converted to coagulated sludge from waste oil, as well as a sterilization process in final treated water.
As well known, as the economy grew, the number of mechanized equipment in automobiles and military units increased rapidly, resulting in a number of disadvantages instead of convenience. The representative examples were pollution problems, traffic congestion, traffic injuries, waste oil, waste tires Waste material generation, and wastewater due to car wash.
There have been many developments in the double car wash field. In the past, car wash was carried out by hand. However, recently, automation devices that automatically wash within 5 minutes have been developed with the driver sitting in the driver's seat. However, since the wastewater treatment apparatus has not been developed to meet such a demand, the car wash wastewater has a large amount of synthetic detergent such as oil, a large amount of wastewater, If it is discharged without proper purification due to the inclusion of soil, it will cause serious pollution of the water environment and it will act as a main cause of destroying the ecosystem.
In recent years, as a prior art for purifying such pollutants and improving the quality of discharged water and recycling them, as disclosed in Korean Patent No. 10-1431325, The sludge separated from the sand in the settling tank is transferred through the water pipe to store the oil and the water, the water stored in the water sludge tank is pumped by the pumping action, and at the same time, the primary sludge An inlet chamber having an outlet for transferring to a needle bar as a pre-process, a filtering chamber provided at the upper portion of the inlet chamber for separating the flowing water into filtration agent, a suction pipe for adsorbing oil at one side of the barrier membrane provided above the filtration chamber, A surfactant input chamber for removing floating oil, and a surfactant inlet chamber for discharging the drain water 1, it consists of the drain water and whole fresh water having an outlet for transporting the second outlet and the second primary sludge sediment twos.
However, in the above case, the water separated from the sand and the water in the sedimentation tank is transferred through the water pipe when it is transferred to the water separation tank. Since there is no special device for partially removing the waste oil in the water pipe, The means for separating the sand separated from the waste water and the means for the water separation tank for storing the effluent are not significantly different from each other. Therefore, in addition to the sedimentation tank, a further water separation tank is installed in the purification treatment apparatus, thereby increasing the installation cost of the purification treatment apparatus and securing a large installation space.
In addition, the effluent starts from the settling tank and is fed to the inflow chamber through the water tank, which has the disadvantage of slowing the pumping speed of the effluent.
When the oil stored in the oil bubble digestion tank is pumped to the inflow chamber by the pumping action, the transfer pipe for guiding the oil is directly fed to the inflow chamber without the device for removing the waste oil. And the components of the effluent water sent to the inlet chamber are the same.
Therefore, in addition to this, in addition to the water separation tank, an additional inflow chamber increases the installation cost of the purification treatment apparatus and requires a large installation space.
In addition, the sludge filtered by the filtration chamber provided in the upper portion of the inflow chamber is provided with a discharge port for transporting the sludge to the settling tank in the previous stage, and the sludge conveyed to the inflow chamber entrance is mixed with the sludge to be transported It is a defect. Therefore, if the flowing water from the car wash and the returned sludge and effluent are simultaneously introduced into the settling tank, the function of the settling tank becomes inevitably deteriorated because it is accommodated more than the desalting capacity of the settling tank.
If the treated water is discharged to the first and second discharge ports of the discharge segregation tank, various bacteria remaining in the treated water are not sterilized but are discharged to the outside, thereby polluting the river.
SUMMARY OF THE INVENTION The present invention has been made in order to solve the above-mentioned problems, and it is an object of the present invention to provide an automatic sewing machine and a flow rate adjusting tank for dividing an inflow house into which wastewater originated from an automatic or manual car wash, An oil outflow blocking block for blocking the transfer of the waste oil contained in the wastewater to the flow rate adjusting tank and an oil water separating wall are provided so that the sedimentation tank is primarily filtered with the waste oil and the waste oil. .
According to the present invention, when the wastewater is filled in the flow rate adjusting tank, the water level sensing unit is sensed, and in the automatic control unit, the wastewater pump feeds the wastewater to the mixer unit by the wastewater pump provided in the wastewater feed line between the flow rate adjusting tank and the coagulating sedimentation tank, Based aluminum coagulant (PAC) into the waste water to coagulate the particles of the existing or existing machine contaminants or the remaining waste oil.
In addition, in the coagulating precipitator of the present invention, when a polymer agglomerating agent is further added and an agitator for agitating the introduced wastewater is operated, wastewater is circulated by a plurality of precipitation induction plates adjacent to the stirring wing, And the precipitation induction plate is inclined at the precipitation time after the completion of the stirring to increase the sedimentation speed and increase the flocculation and sedimentation property of the sludge.
In the bag filter of the present invention, a bag filter filter cloth is provided to filter out a small amount of residual contaminants remaining in the primary treated water discharged from the coagulation sediment discharge in the previous stage or a part of the discharged sludge and other foreign substances, And the like.
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In addition, an ultraviolet sterilizer or an ozone sterilizer is provided in the treatment collecting modification of the present invention, and the coliform bacteria remaining in the secondary treatment water discharged from the bag filter at the previous stage are sterilized with ultraviolet rays or ozone and stored in a storage tank To reuse or discharge the treated water.
Also, in the sludge filter of the present invention, the sludge collected in the previous step of flocculation sedimentation is separated by the bag filter filter cloth to reduce the sludge water content, System.
In order to achieve the above object, according to the present invention, a wastewater originating from an automatic or manual car wash is introduced, and a wastewater collection tank (220) The oil
(PAC) stored in the first
In the vicinity of the stirring
The
The automatic open / close valve B provided in the high-level line TL-H is opened by the input value of the automatic control unit according to the monitoring signal of the high
The
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As described above, according to the present invention, the wastewater originating from a car wash or the like is prevented from moving the sediment and the waste oil which are settled in the settling tank, and thus, only the sand is precipitated in the wastewater and the waste oil is prevented from being transferred to the next stage have. Further, in the present invention, the coagulating agent is added to the wastewater through one or two stages to coagulate particles of oil, inorganic or waste oil contained in the wastewater to obtain sludge, and the sludge is classified so that the purification of wastewater becomes higher.
1 and 2 are a side view and a plan view of a physico-chemical wastewater treatment apparatus of the present invention. 3 is a block diagram of a physico-chemical wastewater treatment apparatus of the present invention.
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS Hereinafter, the present invention will be described in detail with reference to the accompanying drawings.
1 to 3, the physicochemical
The first and second
The
The flow
The wastewater pump P is disposed in the
Here, the
An
Between the
The
The treated
The sludge collected in the sludge collecting
As shown in FIG. 1, the wastewater from the car wash is introduced into the needle set 210 of the
The wastewater which is trapped in the
When the wastewater is fed to the
When the wastewater and the PAC are introduced into the
As described above, the sludge formed by the agitation of the
The low
When the process water is sensed at the height of the low
Therefore, the automatic opening / closing valve A and the automatic opening / closing valve B are alternated according to the inflow amount and the water level of the wastewater flowing into the coagulating
As described above, the primary treated water transferred to the
The secondary treatment water is discharged from the
The sludge discharge of the flocculant sediment is performed by the sludge pump SP provided in the sludge line portion SL by the instruction of the automatic control unit after discharging purified water from the upper portion of the
The processing time of the physicochemical
While the present invention has been particularly shown and described with reference to exemplary embodiments thereof, it is to be understood that the invention is not limited to the disclosed exemplary embodiments.
In addition, those skilled in the art will appreciate that many modifications and variations of the present invention are possible without departing from the spirit and scope of the appended claims.
Accordingly, all such appropriate modifications and changes, and equivalents thereof, should be regarded as within the scope of the present invention.
100: Physico-chemical wastewater treatment apparatus 200: Inflow house correction
210: Needle 220: Flow control tank
300: medicine supply part 400: mixer part
500: coagulating sedimentation 600: bag filter filter
TL: Process water line 700: Sludge filter
800: Processing collection correction 810: Ultraviolet sterilization chamber
820: Storage tank
Claims (5)
(PAC) stored in the first coagulation agent chamber 310 of the drug supply unit 300 is supplied to the wastewater by pumping the first pump P1 provided in the first supply line 311, A mixer unit 400 for causing a physical chemical reaction to mix waste oil and inorganic pollutants and waste oil particles with the wastewater and transporting wastewater to the coagulation sedimentator 500, A mixer housing (401) including a vortex induction plate (402) having a feed screw shape so as to increase the reactivity of the mixer housing (401);
In the vicinity of the stirring vane 511, a sedimentation induction plate 520 having a funnel shape and divided into a plurality of sections is provided in order to guide the vortical circulation to the upper and lower sides when the wastewater is stirred and to increase the flocculation and sedimentation property of the sludge after the completion of the stirring. ;
The coagulation sediment generator 500 is provided with a water level sensing unit 540 having a low level sensing sensor 541 and a high level sensing sensor 542. The low level line TL- The automatic opening and closing valve A is opened by the instruction value inputted by the automatic control unit in accordance with the detection signal of the low water level sensor 541 so that the process water pump TP can control the treatment water by the bag filter 600 Means for pumping;
The automatic open / close valve B provided in the high-level line TL-H is opened by the input value of the automatic control unit according to the monitoring signal of the high water level sensor 542, (600);
Wherein the bag filter housing (701) provided in the sludge filter (700) includes a bag filter bag (702) for reducing the sludge moisture content.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
KR1020150082612A KR101581315B1 (en) | 2015-06-11 | 2015-06-11 | Physical and chemical waste water treatment apparatus |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
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KR1020150082612A KR101581315B1 (en) | 2015-06-11 | 2015-06-11 | Physical and chemical waste water treatment apparatus |
Publications (1)
Publication Number | Publication Date |
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KR101581315B1 true KR101581315B1 (en) | 2015-12-30 |
Family
ID=55088126
Family Applications (1)
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KR1020150082612A KR101581315B1 (en) | 2015-06-11 | 2015-06-11 | Physical and chemical waste water treatment apparatus |
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Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105923817A (en) * | 2016-05-09 | 2016-09-07 | 南京海益环保工程有限公司 | Oil-containing wastewater treatment technology |
CN108947051A (en) * | 2018-07-20 | 2018-12-07 | 芜湖清柏白露智能信息科技有限公司 | A kind of automatically recycled water car washer |
KR101997478B1 (en) | 2018-10-29 | 2019-07-08 | 김인식 | Waste water treating apparatus |
CN110052207A (en) * | 2019-05-05 | 2019-07-26 | 新疆德安环保科技股份有限公司 | Sewage treatment automatic medicine adding apparatus |
CN110422951A (en) * | 2019-07-10 | 2019-11-08 | 南京博约环境科技有限公司 | A kind of ammonia nitrogen in high density wastewater from chemical industry strengthening and processing device |
KR20200001683A (en) * | 2018-06-28 | 2020-01-07 | 주식회사 파나시아 | Flue Gas Cleaning Liquid Purification System and Method thereof |
CN114620871A (en) * | 2022-04-19 | 2022-06-14 | 陕西建工第十二建设集团有限公司 | Advanced wastewater treatment device and process based on turbidity removal of building wastes and photovoltaic ultraviolet disinfection |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20070065247A (en) * | 2005-12-19 | 2007-06-22 | 한성완 | Filtration system |
KR101014870B1 (en) * | 2010-09-27 | 2011-02-15 | 이경섭 | Advanced wastewater treatment apparatus |
-
2015
- 2015-06-11 KR KR1020150082612A patent/KR101581315B1/en active IP Right Grant
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR20070065247A (en) * | 2005-12-19 | 2007-06-22 | 한성완 | Filtration system |
KR101014870B1 (en) * | 2010-09-27 | 2011-02-15 | 이경섭 | Advanced wastewater treatment apparatus |
Cited By (9)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN105923817A (en) * | 2016-05-09 | 2016-09-07 | 南京海益环保工程有限公司 | Oil-containing wastewater treatment technology |
KR20200001683A (en) * | 2018-06-28 | 2020-01-07 | 주식회사 파나시아 | Flue Gas Cleaning Liquid Purification System and Method thereof |
KR102150866B1 (en) * | 2018-06-28 | 2020-09-03 | 주식회사 파나시아 | Flue Gas Cleaning Liquid Purification System and Method thereof |
CN108947051A (en) * | 2018-07-20 | 2018-12-07 | 芜湖清柏白露智能信息科技有限公司 | A kind of automatically recycled water car washer |
KR101997478B1 (en) | 2018-10-29 | 2019-07-08 | 김인식 | Waste water treating apparatus |
CN110052207A (en) * | 2019-05-05 | 2019-07-26 | 新疆德安环保科技股份有限公司 | Sewage treatment automatic medicine adding apparatus |
CN110422951A (en) * | 2019-07-10 | 2019-11-08 | 南京博约环境科技有限公司 | A kind of ammonia nitrogen in high density wastewater from chemical industry strengthening and processing device |
CN114620871A (en) * | 2022-04-19 | 2022-06-14 | 陕西建工第十二建设集团有限公司 | Advanced wastewater treatment device and process based on turbidity removal of building wastes and photovoltaic ultraviolet disinfection |
CN114620871B (en) * | 2022-04-19 | 2023-06-02 | 陕西建工第十二建设集团有限公司 | Advanced wastewater treatment device and process based on building waste turbidity removal and photovoltaic ultraviolet disinfection |
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