KR900017928A - Method and apparatus for wastewater treatment by ozone - Google Patents

Method and apparatus for wastewater treatment by ozone Download PDF

Info

Publication number
KR900017928A
KR900017928A KR1019890006943A KR890006943A KR900017928A KR 900017928 A KR900017928 A KR 900017928A KR 1019890006943 A KR1019890006943 A KR 1019890006943A KR 890006943 A KR890006943 A KR 890006943A KR 900017928 A KR900017928 A KR 900017928A
Authority
KR
South Korea
Prior art keywords
ozone
filter
eductor
air
heavy metal
Prior art date
Application number
KR1019890006943A
Other languages
Korean (ko)
Other versions
KR920002810B1 (en
Inventor
강한용
Original Assignee
강한용
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 강한용 filed Critical 강한용
Priority to KR1019890006943A priority Critical patent/KR920002810B1/en
Publication of KR900017928A publication Critical patent/KR900017928A/en
Application granted granted Critical
Publication of KR920002810B1 publication Critical patent/KR920002810B1/en

Links

Classifications

    • 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
    • C02F1/58Treatment of water, waste water, or sewage by removing specified dissolved compounds
    • C02F1/62Heavy metal compounds

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Treatment Of Water By Oxidation Or Reduction (AREA)

Abstract

내용 없음No content

Description

오존에 의한 폐수처리방법 및 그장치Method and apparatus for wastewater treatment by ozone

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is a trivial issue, I did not include the contents of the text.

제1도는 본 발명에 따라 오존발생기로부터의 오존을 이용하는 폐수처리방법의 개략도이다.FIG. 1 is a schematic view of a method for treating wastewater using ozone from an ozone generator according to the present invention.

Claims (3)

CN-, Pb+2, Cu+2,Cr+2,Cd+2등 및 Cl_,NH4 +, F-, NO3 -,주석산염, 구연산염, 염화물, 수산화물등이 다양하게 혼합된 중금속 폐수의 처리방법에 있어서, 가)1차적으로 킬레이트 결합니나 착화합물을 형성하여 재용해됨으로서 중금속의 불용화 처리시에 저해을 일으키는 원인요소인 CN-, Cl-, NH3 +, F-, NO3 -, 주석산염, 구연산염, 염화물, 수산화물등을 오존(O3)으로 처리하여 산화분해시키는 단계와 나)이차적으로 특정 유해물질에 속하는 중금속을 불용화 처리하여 슬러지 상태에서도 재용해 되지않는 폐기물로 방출시키는 단계를 포함하는 것을 특징으로 하는 중금속폐수의 처리방법.CN -, Pb +2, Cu +2, Cr +2, Cd +2, and the like _ Cl, NH 4 +, F -, NO 3 -, tartrate, citrate, chloride, hydroxide, etc. The different mix heavy metal waste in the method, a) the primarily chelating bond causing cause element jeohaeeul during insolubilization treatment of the heavy metal by being redissolved to form a Nina complex CN -, Cl -, NH 3 +, F -, NO 3 -, A step of oxidizing and decomposing stannates, citrates, chlorides, hydroxides and the like with ozone (O 3 ), and b) releasing secondarily heavy metals belonging to specific harmful substances into a waste which is insolubilized and not re- Wherein the method comprises the steps of: 제1항에 있어서, 이덕터(15)에서 폐수중의 CN-농도대 오존의 중량비가 1:2.5-3.5가 되도록 오존을 주입하고 반응기(16)에는 전술한 산화분해의 촉진을 위해 CU+2화물인 CuSO4를 기재로한 촉매를 사용하고 또한 PH를 9-10으로 유지하는 것을 특징으로 하는 중금속폐수의 처리 방법.The method of claim 1 wherein the eductor CN of the waste water in 15 - the ratio by weight of ozone concentration versus 1: The CU +2 for the promotion of the above-mentioned oxidative decomposition of ozone to be injected is 2.5 to 3.5, and the reactor (16) Characterized in that a catalyst based on CuSO 4 as a carrier is used and PH is maintained at 9-10. 제1항 및 제2항의 중금속 폐수를 처리하는 장치에 있어서, 제1도에 따라서 오존발생기 용량표(표1)를 기준하여 공기압축기(또는 송풍기)(1)에서 압축된 공기를 2㎘/㎠-7㎘/㎠압력과 상온+(70℃-100℃)의 온도로 아프터쿨러(2)를 거쳐 입구온도: 상온+(70℃-100℃), 출구온도 220℃=430℃로 냉각조절되고 40㎛ 의 주여과기(3)을 통과하여 대부분의 먼지가 제거되고 공기건조기(4)의 입구온도 22℃-43℃로 주입. 주입 압력은 2㎘/㎠-7㎘/㎠로 압축된 공기가 포함할 수 있는 포화수증기량은 단위 M3당0.7g-0.91g으로 수분을 제거시키고 공기 건조기에 내장되어 있는 3㎛여과기를 거쳐 복합필터(5)에서 다시 유분 및 입자가 큰 수분을 분리시키고 1㎛필터 및 0.01㎛ 필터를 거쳐 순수한 공기를 만들어 오존발생기(8)에 유입시키고, 유입온도는 30-35℃ 이며 이때 가스조절기(7)에서 유입압력을 10PISG-30PISG로 조절하고 오존발생기(8)에서 생성된 O3(오존)은 가스 유량계(19)를 거쳐서 03(오존)을 역류되지 않도록 책크발브(10)을 거쳐 이덕터(15)로 유입되고, 폐수저장조(11)에서 촉매제 Cu+2화합물 및 PH : 9-10으로 조절하여 정량 펌프(12)로 수압 1㎘/㎠-3㎘/㎠으로 이덕터(15)에서 O3(오존)가스와 접촉될 때 유량을 폐수저장조(11)의 저해요소 농도(ppm)에 대한,O3(오존)가스양의 비를 1 : (3-4)의 비로 유량을 보내고 정량펌프(12)에서 유량을 조절하고 유량계(13)에서 다시 조절하고 역류방지용 책크발브를 거쳐 이덕터(15)로 유입되고, 이덕터(15)는 위에서 설명했지만 폐수의 불용화 저해요소 농도(ppm)와 O3(오존)으로 산화분해할수 있는 O3(오존)의 양의 비는 1 : (3-4)(중량비)로 잘혼합 접촉할수 있는 이덕터(15)를 거치는데 원리는 아스피레이터 원리로 작용하고 O3(오존)와 혼합 반응되는 폐수는 반응기(16)에서 계속 산화분해되어 반응기(16)에서의 체류시간이 20분-40분이 되도록 반응조(18)로 송출하도로 배치된 것을 특징으로 하는 중금속 폐수처리장치.The apparatus for treating heavy metal wastewater according to any one of claims 1 and 2, characterized in that air compressed in the air compressor (or blower) (1) is introduced into the ozone generator (1) (70 ° C - 100 ° C) and outlet temperature 220 ° C = 430 ° C through the after-cooler (2) at a temperature of -7 ° C / The most dust is removed by passing through a main filter 3 of 40 μm and injected at an inlet temperature of 22 ° C. to 43 ° C. of the air dryer 4. The compressed air at the inlet pressure of 2 ㎘ / ㎠-7 ㎘ / ㎠ can contain saturated water vapor of 0.7 g-0.91 g per unit of M 3 , removing moisture and passing through a 3 ㎛ filter built into the air dryer The filter 5 separates the oil and the large moisture from the air, and passes pure water through the 1 탆 filter and the 0.01 탆 filter to the ozone generator 8. The inflow temperature is 30-35 캜 and the gas regulator 7 ) yideok O 3 (ozone) a controlled inlet pressure to 10PISG-30PISG and generated by the ozone generator 8 via a chaekkeu valves 10 to prevent back flow of 03 (ozone) through the gas flow meter 19 at the emitter (15), and is adjusted to a catalyst Cu +2 compound and PH: 9-10 in a wastewater reservoir (11), and is supplied to the eductor (15) at a water pressure of 1 kPa / O 3 (ozone), the ratio of O3 (ozone) gaseuyang of the flow rate when in contact with the gas in inhibiting element concentration (ppm) in the waste water storage tank (11) 1 (3 The flow rate is regulated in the metering pump 12 and regulated in the flow meter 13 and flowed into the eductor 15 through the backflow preventive valve and the eductor 15 has been described above positive ratio was 1 of insoluble inhibiting element concentration (ppm) and O 3 (ozone) with O 3 (ozone) which can oxidative decomposition of the waste water: yideok which can contact well mixed in (3-4) (weight ratio) vector ( 15). The principle is that the principle functions as an aspirator and the wastewater mixed and reacted with O 3 (ozone) is continuously oxidized and decomposed in the reactor 16, so that the residence time in the reactor 16 is 20 minutes to 40 minutes. (18). The heavy metal wastewater treatment device according to claim 1, ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: It is disclosed by the contents of the first application.
KR1019890006943A 1989-05-24 1989-05-24 Waste water treating method and apparatus by ozone KR920002810B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
KR1019890006943A KR920002810B1 (en) 1989-05-24 1989-05-24 Waste water treating method and apparatus by ozone

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
KR1019890006943A KR920002810B1 (en) 1989-05-24 1989-05-24 Waste water treating method and apparatus by ozone

Publications (2)

Publication Number Publication Date
KR900017928A true KR900017928A (en) 1990-12-20
KR920002810B1 KR920002810B1 (en) 1992-04-04

Family

ID=19286431

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019890006943A KR920002810B1 (en) 1989-05-24 1989-05-24 Waste water treating method and apparatus by ozone

Country Status (1)

Country Link
KR (1) KR920002810B1 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100595147B1 (en) * 1998-12-09 2006-08-30 엘지전자 주식회사 Method and device for transmitting and frceiving transport channel multiplexing information
CN106517619A (en) * 2017-01-03 2017-03-22 吉林师范大学 Device and method for treating organic wastewater by sound, light and ozone coupling

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101969774B1 (en) * 2018-08-30 2019-04-17 한국이엠비기술 주식회사 High-concentration sterilization water producing device that enables cultivation of crops without using pesticides

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100595147B1 (en) * 1998-12-09 2006-08-30 엘지전자 주식회사 Method and device for transmitting and frceiving transport channel multiplexing information
CN106517619A (en) * 2017-01-03 2017-03-22 吉林师范大学 Device and method for treating organic wastewater by sound, light and ozone coupling

Also Published As

Publication number Publication date
KR920002810B1 (en) 1992-04-04

Similar Documents

Publication Publication Date Title
US4007118A (en) Ozone oxidation of waste water
US4298467A (en) Water treatment system
US4555335A (en) Ozonator feed system
US3920547A (en) Method of destroying cyanides
US6365099B1 (en) In situ gas scrubbing method and system for odor and corrosion control in wastewater collection systems
KR900017928A (en) Method and apparatus for wastewater treatment by ozone
WO1999007642A9 (en) Process and apparatus for water decontamination
US5300232A (en) Apparatus and process for treatment of liquids
JPH07116650A (en) Separation and treatment of gaseous ammonia from high concentrated ammonia-containing water
JP2002159959A (en) Method and device for purifying underground polluted region
US6287465B1 (en) Ozone deodorizer
Draley The treatment of cooling waters with chlorine
KR20030072986A (en) Method and apparatus of sewage and wastewater by micro ozone bubble
JPH07119179B2 (en) Purification method of acetylene gas
JPH05261240A (en) Biological deodorization tower
JPS63232897A (en) Ozone treating device for distillate water in cyanogen concentrator
JPH0326119B2 (en)
US5030422A (en) Smog control system
JP2004058011A (en) Decontamination treatment method of soil contaminated with cyanide
JPS5824394A (en) Deodorizing method
RU33370U1 (en) Sewage treatment plant
JPH0117432B2 (en)
JPS5913916B2 (en) Method for treating cyanide and cyanate-containing wastewater
JP2767367B2 (en) Treatment method for wastewater containing ammonia nitrogen
JPS5898124A (en) Ozone treating apparatus

Legal Events

Date Code Title Description
A201 Request for examination
E902 Notification of reason for refusal
E902 Notification of reason for refusal
G160 Decision to publish patent application
E701 Decision to grant or registration of patent right
GRNT Written decision to grant
FPAY Annual fee payment

Payment date: 19970217

Year of fee payment: 6

LAPS Lapse due to unpaid annual fee