KR100206485B1 - Thiocyanide removal form coke oven wash water - Google Patents
Thiocyanide removal form coke oven wash water Download PDFInfo
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- KR100206485B1 KR100206485B1 KR1019950055800A KR19950055800A KR100206485B1 KR 100206485 B1 KR100206485 B1 KR 100206485B1 KR 1019950055800 A KR1019950055800 A KR 1019950055800A KR 19950055800 A KR19950055800 A KR 19950055800A KR 100206485 B1 KR100206485 B1 KR 100206485B1
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- 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
- C02F1/70—Treatment of water, waste water, or sewage by reduction
- C02F1/705—Reduction by metals
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- 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
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- 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
- C02F1/66—Treatment of water, waste water, or sewage by neutralisation; pH adjustment
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- 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
- C02F2103/18—Nature of the water, waste water, sewage or sludge to be treated from the purification of gaseous effluents
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Abstract
코크스 공정에서 발생하는 코크스 오븐가스의 응축 폐수 중에 함유된 고농도 티오시안 화합물을 제공하는 방법이 제공된다.A method is provided for providing a high concentration of thiocyanate compound contained in condensate wastewater of coke oven gas generated in a coke process.
먼저 응축 폐수를 균등화하고 pH를 5-8로 결정한 후 폐수 중의 2가 구리 이온을 1가 구리 이온으로 환원시킨 다음, 1가 구리 이온을 티오시안과 반응시켜 용해도가 적은 티오시안산 구리로 전환시키고, 고분자 응집체를 투입한 다음 고액 분리시킨다.First, the condensate wastewater is equalized and the pH is set to 5-8. Then, the divalent copper ions in the wastewater are reduced to monovalent copper ions, and then the monovalent copper ions are reacted with thiocyanate to convert to low solubility copper thiocyanate. Then, polymer aggregates are added and the solids are separated.
상기 방법에 따라 폐수 중에 함유된 고농도 티오시안 이온을 용이하고 안정적으로 제거할 수 있다.According to the above method, the high concentration thiocyanate ions contained in the waste water can be easily and stably removed.
Description
제1도는 본 발명에 의한 방법을 실시하기 위한 티오시안 제거공정의 개략도.1 is a schematic diagram of a thiocyanate removal process for carrying out the process according to the invention.
제2도는 본 발명에 있어서 황산구리 투입농도에 따른 티오시안이온 제거효과를 나타내는 그래프.Figure 2 is a graph showing the effect of removing the thiocyanate according to the copper sulfate input concentration in the present invention.
제3도는 본 발명에 있어서 아황산나트륨 투입량에 따른 티오시안이온 제거효과를 나타내는 그래프.3 is a graph showing the effect of removing the thiocyanate according to the sodium sulfite input amount in the present invention.
제4도는 본 발명에 있어서 pH 변화에 따른 티오시안이온 제거효과를 나타내는 그래프.Figure 4 is a graph showing the effect of removing the thiocyanate according to the pH change in the present invention.
제5도는 종래의 방법에 있어서 황산 제1철 800mg/L, 소석회 1200mg/L 주입후 차아염소산소다 투입량에 따른 티오시안이온 제거효과를 나타내는 그래프이다.5 is a graph showing the thiocyanide removal effect according to the amount of sodium hypochlorite added after the injection of ferrous sulfate 800 mg / L, calcined lime 1200 mg / L in the conventional method.
* 도면의 주요부분에 대한 부호의 설명* Explanation of symbols for main parts of the drawings
1 : 균등화조 2 : pH 조정조1: equalization tank 2: pH adjusting tank
3 : 화학반응조 4 : 분리조3: chemical reaction tank 4: separation tank
본 발명은 티오시안 함유 폐수를 처리하는 방법에 관한 것이며, 보다 상세히는 코크스 공장에서 발생하는 코크스 오븐 가스의 응축 폐수중에 함유된 고농도의 티오시안 화합물을 제거하는 방법에 관한 것이다.The present invention relates to a method for treating thiocyanate-containing wastewater, and more particularly, to a method for removing high concentration of thiocyanate compounds contained in condensate wastewater of coke oven gas generated in a coke plant.
코크스 오븐 가스의 응축수는 석탄 건류공정에서 발생되는 코크스 오븐 가스가 각 공장의 열원으로 사용하기 위해 배관으로 이송될 때 코크스 오븐 가스 배관의 내부와 외부의 온도차이에 의해 발생되게 되는 것이다. 이렇게 발생된 응축수에는 티오시안이 3,000-6,000mg/L로 고농도로 함유되어 있을 뿐만 아니라 시안, 황화합물, 염소이온 등이 다량으로 함유되어 있어 처리하기가 매우 어려운 폐수이다. 더욱이 티오시안은 시안화합물에 비해 독성이 약하나 티오시안 1mg/L가 화학적 산소요구량(COD)을 1mg/L 정도로 검출되기 때문에 티오시안을 함유한 폐수를 배출할 경우 그 처리가 필요하다.The condensate of the coke oven gas is generated by the temperature difference between the inside and the outside of the coke oven gas pipe when the coke oven gas generated in the coal distillation process is transferred to the pipe for use as a heat source of each plant. The condensate generated in this way contains thiocyanide at a high concentration of 3,000-6,000 mg / L, as well as a large amount of cyanide, sulfur compounds, and chlorine ions. Moreover, thiocyanide is less toxic than cyanide compounds, but since thiocyan 1mg / L detects a chemical oxygen demand (COD) of about 1mg / L, treatment with thiocyanate wastewater is necessary.
종래의 폐수중 티오시안 화합물을 제거하는 주요한 방법으로서는 생물학적 처리방법, 차아염소산나트륨에 의한 산화방법, 티오시안산 수용액을 200℃ 이상으로 가열하여 유화수소, 탄산가스 및 암모니아로 분해시켜 제거하는 방법, 고농도 티오시안을 알루미늄-동합금에 수산화나트륨 수용액을 가하여 얻어지는 동-알루미늄 촉매하에서 순산소 및 산소를 발생하는 화학물질과 접촉시켜 처리한 후 잔류 티오시안을 미생물에 의해 처리하는 방법 등이 있다.The main methods for removing the thiocyanate compounds in the conventional wastewater include biological treatment method, oxidation method with sodium hypochlorite, heating the aqueous thiocyanate solution at 200 ° C. or higher to decompose and remove with hydrogen sulfide, carbon dioxide and ammonia, There is a method of treating a high concentration of thiocyan with a chemical which generates pure oxygen and oxygen under a copper-aluminum catalyst obtained by adding an aqueous sodium hydroxide solution to an aluminum-copper alloy, and then treating the remaining thiocyanate with a microorganism.
그러나 종래의 방법중 가장 일반적으로 많이 이용되고 있는 생물학적 처리방법은 티오시안농도가 500mg/L 정도까지는 안정적으로 처리할 수 있으나 미생물에 의해 티오시안을 효과적으로 처리하기 위해서는 질소, 인과 같은 영양물질 첨가, 활성슬럿지 농도 및 활성도 관리, pH, 용존산소 관리가 필요하여 반응기의 크기가 너무 커지고 운전조작이 매우 복잡하다는 문제점이 있다. 더욱이 코크스 오븐 가스의 응축수처럼 티오시안농도가 3,000-6,000mg/L로 고농도로 함유되어 있을 뿐만 아니라 시안화합물, 황화합물 및 염소이온 등 미생물에 독성으로 작용하는 물질이 다량 함유되어 있는 폐수는 처리가 극히 곤란하다. 차아염소산나트륨을 이용하는 방법은 코크스 가스의 응축수처럼 고농도의 티오시안을 함유한 폐수를 처리하는데 처리효율이 미흡할 뿐만 아니라 잔류염소에 의한 설비부식 등 문제점을 유발시키는 단점이 있다. 티오시안산 함유폐수를 200℃ 이상으로 가열하여 유화수소, 탄산가스 및 암모니아로 분해시켜 제거하는 방법은 가압하에서의 반응이 요구되므로 반응이 복잡하고 높은 운전비용을 초래할 뿐만 아니라 부수적으로 발생되는 가스상 오염물질로 악취를 유발시키는 유화수소를 재처리할 필요성이 있다. 또한 고농도 티오시안을 알루미늄-동합금에 수산화나트륨 수용액을 가하여 얻어지는 동-알루미늄 촉매하에서 순산소 및 산소를 발생하는 군을 접촉시켜 처리한 후 잔류 티오시안을 미생물에 의해 처리하는 방법은 동-알루미늄 합금 촉매를 제조하는 공정이 부수적으로 필요하고, 미처리된 티오시안을 미생물 처리공정으로 2차 처리해야 하는 번거로움이 있는 것이다.However, the most commonly used biological treatment method can be stably treated up to 500 mg / L of thiocyanate concentration, but in order to effectively treat thiocyanide by microorganisms, nutrients such as nitrogen and phosphorus are added and activated. Sludge concentration and activity management, pH, dissolved oxygen management is required, there is a problem that the size of the reactor is too large and the operation operation is very complicated. Furthermore, wastewater containing high concentrations of thiocyanate (3,000-6,000mg / L), such as condensate from coke oven gas, and high concentrations of substances that are toxic to microorganisms such as cyanide, sulfur, and chlorine It is difficult. The method of using sodium hypochlorite has the disadvantage of not only insufficient treatment efficiency in treating wastewater containing high concentration of thiocyanate, such as condensate of coke gas, but also causing problems such as corrosion of equipment due to residual chlorine. The method of decomposing the thiocyanic acid wastewater by heating it to 200 ° C. or higher and decomposing it into hydrogen sulfide, carbon dioxide and ammonia requires a reaction under pressure, which leads to complicated reactions and high operating costs, as well as incidental gaseous contaminants. There is a need to reprocess hydrogen sulfide that causes odors. In addition, a method in which a high concentration of thiocyanate is treated by contacting a group generating pure oxygen and oxygen under a copper-aluminum catalyst obtained by adding an aqueous solution of sodium hydroxide to an aluminum-copper alloy, and then treating the remaining thiocyanate by a microorganism is a copper-aluminum alloy catalyst. There is a need for a process to prepare the secondary, and there is a hassle to secondary treatment of the untreated thiocyanate by the microbial treatment process.
이에 본 발명의 목적은 상기와 같은 종래 방법의 문제점을 해결한 보다 개선된 티오시안 제거방법을 제공하고자 하는데 있다.It is an object of the present invention to provide a more improved thiocyanide removal method that solves the problems of the conventional method.
본 발명에 의한 티오시안 화합물 제거방법은, 티오시안이 함유된 코크스 오븐 가스의 응축폐수를 공급 유량 및 농도가 일정하게 되도록 균등화시키는 단계; 상기 균등화된 폐수에 황산을 첨가하여 pH를 5-8로 조정하는 단계; 상기 pH 조정된 폐수에 폐수중에 함유된 티오시안 농도의 3-5배로 황산구리를 첨가하여 용해시킨 다음 강한 환원제인 아황산나트륨을 상기 첨가된 황산구리 농도 대비 0.3-0.5배 농도로 투입하여 폐수중에 용해된 2가 구리이온을 1가 구리이온으로 환원시키는 단계; 상기 1가 구리이온과 폐수중의 티오시안을 반응시켜 용해도가 적고 침전성이 양호한 티오시안산 구리로 전환시키는 단계; 및 고분자 응집제를 투입하여 응집 및 플록크기 증대후 고액분리시키는 단계; 을 포함한다.The thiocyan compound removing method according to the present invention comprises the steps of equalizing the condensate wastewater of the coke oven gas containing thiocyan so that the supply flow rate and concentration are constant; Adjusting the pH to 5-8 by adding sulfuric acid to the equalized wastewater; Copper sulfate was dissolved by adding 3-5 times the concentration of thiocyanate in the wastewater to the pH-adjusted wastewater, and then sodium sulfite, a strong reducing agent, was added at a concentration of 0.3-0.5 times the concentration of copper sulfate. Reducing the temporary copper ions to monovalent copper ions; Reacting the monovalent copper ions with thiocyanate in the wastewater to convert copper thiocyanate with low solubility and good precipitation; And adding a polymer flocculant to separate solids after flocculation and floc increase. It includes.
이하, 본 발명에 대하여 상세히 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, this invention is demonstrated in detail.
본 발명의 방법에서는 코크스 오븐 가스의 응축수중에 함유된 오염물의 농도 및 유량을 일정하게 조절하기 위하여 먼저 균등화시킨다.In the method of the present invention, equalization is first performed to constantly adjust the concentration and flow rate of the contaminants contained in the condensate of the coke oven gas.
균등화는 기계적 교반기나 기타 공지의 사용 가능한 교반 수단을 이용하여 수행될 수 있다.Equalization can be carried out using a mechanical stirrer or other known usable stirring means.
균등화된 폐수는 pH 조정단계를 거치게 된다.The equalized wastewater is subjected to a pH adjustment step.
일반적으로 코크스 오븐 가스의 응축수는 pH가 8-10 범위인 바, 이같은 응축수를 황산을 이용하여 pH 5-8 범위로 조정한다.In general, the condensate in the coke oven gas has a pH range of 8-10, and the condensate is adjusted to a pH range of 5-8 with sulfuric acid.
pH가 5 이하를 낮아지게 되면 사용되는 약품의 량이 증대되어 약품 비용이 과다하게 될 뿐만 아니라 처리 후의 처리수를 배출시 pH를 다시 상승시켜야 하는 부담이 있는 것이다.If the pH is lowered below 5, the amount of chemicals used is increased, and the cost of the chemicals is excessive, as well as the burden of increasing the pH again when discharging the treated water after treatment.
반면 pH가 8 이상이 되는 경우 후공정에서 구리이온이 티오시안과 반응하기 전에 수화되기 쉬워 폐수중 티오시안의 처리 효율이 저하되고 반응시 형성되는 플록의 크기도 불량하게 되어 고액분리가 어렵게 된다.On the other hand, when the pH is 8 or more, copper ions are easily hydrated before the reaction with thiocyanate in the subsequent process, so that the treatment efficiency of thiocyanate in the wastewater is reduced, and the size of the floc formed during the reaction is also poor, making it difficult to separate solid-liquid.
그 후 투입 및 반응되는 황산구리와 아황산나트륨은, 황산구리의 경우는 폐수중에 함유된 티오시안 농도 대비 3-5배가 바람직하며 아황산나트륨은 투입된 황산구리 농도대비 0.3-0.5 배가 적당하다.The copper sulfate and sodium sulfite which are added and reacted afterwards are preferably 3-5 times the concentration of thiocyanate contained in the waste water in the case of copper sulfate, and 0.3-0.5 times the concentration of copper sulfate which is added to the sodium sulfite.
황산구리를 폐수중에 함유된 티오시안 농도 대비 3배 이하로 투입하면 티오시안 제거효율이 급격히 저하되며, 5배 이상일 때에는 본 발명의 적정농도에 비해 처리효율 향상은 매우 미미한 반면 약품의 비용과 슬럿지 발생량이 증가되는 문제점이 생긴다. 또한 아황산나트륨을 황산구리 투입농도 대비 0.3 이하로 투입하면 황산나트륨의 농도가 낮아 수중의 2가의 구리리온의 농도가 구리 1가 이온으로 부분적으로 환원되기 때문에 티오시안 처리효율이 매우 저조하게 되며, 0.5 이상 투입하는 경우는 처리효율이 더 이상 증가되지 않는 반면 약품 비용은 증대된다.When the copper sulfate is added at less than three times the concentration of thiocyanate contained in the wastewater, the removal efficiency of the thiocyanate is drastically reduced, and when it is more than five times, the treatment efficiency is very small compared to the optimal concentration of the present invention, while the cost and sludge generation amount of the chemical are very small. There is an increasing problem. In addition, when sodium sulfite is added at 0.3 or less than the concentration of copper sulfate, the concentration of sodium sulfate is low, so that the concentration of divalent copper ion in water is partially reduced to copper monovalent ions. In this case, the treatment efficiency is no longer increased while the drug cost is increased.
상기와 같이 코크스 오븐 가스의 응축폐수를 pH 5-8로 조정한 후 황산구리와 아황산나트륨을 첨가하여 반응시키면 하기 반응식(1)에 따라 황산구리가 강환원제인 아황산나트륨에 의해 1가 구리이온으로 환원된다.As described above, after adjusting the condensed wastewater of the coke oven gas to pH 5-8 and reacting by adding copper sulfate and sodium sulfite, copper sulfate is reduced to monovalent copper ions by sodium sulfite as a strong reducing agent according to the following reaction formula (1). .
CuSO4.nH2O + Na2SO3+ 3H2O --- Cu++ 2NaOH + 2H2SO4...... (1)CuSO 4 .nH 2 O + Na 2 SO 3 + 3H 2 O --- Cu + + 2NaOH + 2H 2 SO 4 ...... (1)
SCN-+ Cu+--- CuSCN ............................................... (2)SCN - + Cu + --- CuSCN ......................................... ...... (2)
상기 식(1)에서 형성된 1가 구리이온은 폐수중의 티오시안과 상기 식(2)에 따라 반응하여 용해도가 적고 침전성이 우수한 티오시안산구리로 형성되며, 이를 고액분리시킴으로써 코크스 가스 응축수중의 티오시안을 효과적으로 제거할 수 있는 것이다.The monovalent copper ions formed in Formula (1) react with thiocyanate in the wastewater according to Formula (2) to form copper thiocyanate having low solubility and excellent precipitation, and solid-liquid separation thereof in coke gas condensed water. Can effectively remove the thiocyanate.
이 반응은 200-300rpm의 기계식 교반기를 사용한 반응기에서 30분 이내에 완료되며, 조작이 간편하고 설비가 작게 요구된다.This reaction is completed within 30 minutes in a reactor using a 200-300 rpm mechanical stirrer, requiring simple operation and small equipment.
제1도는 본 발명의 방법에 따라 티오시안을 제거하는 공정을 개력적으로 도시한 것으로써, 유입원수인 코크스 오븐 가스 응축폐수를 폐수균등화조(1)에 유입시켜 교반기로 균등화시킨 다음 pH 조정조(2)에서 황산첨가에 의해 pH가 5-8로 조정된 후 화학반응조(3)로 유입되며, 화학반응조(3)에서는 투입된 황산구리와 아황산나트륨이 반응하여 1가 구리 이온이 형성되며, 이같은 형성된 1가 구리이온과 폐수중의 티오시안이 반응하여 용해도가 적고 침전성이 양호한 티오시안산 구리를 형성시킨 다음, 고분자 응집제를 투입하여 티오시안산구리를 응집 및 플록크기를 증대시켜 고액분리조(4)를 통해 고액분리되어 처리수로 배출되게 되어 있다.1 is a diagram showing a step of removing thiocyan in accordance with the method of the present invention, the coke oven gas condensate wastewater inflow into the wastewater equalization tank (1) to equalize with a stirrer and then adjust the pH ( The pH is adjusted to 5-8 by the addition of sulfuric acid in 2) and then introduced into the chemical reaction tank (3). In the chemical reaction tank (3), copper sulfate and sodium sulfite added are reacted to form monovalent copper ions. The copper ions react with thiocyanate in the wastewater to form copper thiocyanate with low solubility and good sedimentation. Then, a polymer flocculant is added to coagulate the thiocyanate and increase the floc size. ) Is separated into solids and discharged into the treated water.
고분자 응집제의 투입량은 2-4mg/L 범위가 바람직하다.The dosage of the polymer flocculant is preferably in the range of 2-4 mg / L.
이하, 본 발명의 실시예에 대하여 설명한다.EMBODIMENT OF THE INVENTION Hereinafter, the Example of this invention is described.
[실시예]EXAMPLE
본 실시예는 코크스 오븐가스의 응축수에 함유된 시안화합물을 본 발명의 방법에 따라 제거시 그 제거효과를 알아보기 위한 것이다.This embodiment is to determine the removal effect of the cyan compound contained in the condensate of the coke oven gas when removed according to the method of the present invention.
티오시안을 3165mg/L 농도를 함유한 코크스 오븐 가스의 응축수를 제1도에 나타난 바와 같이 균등조에 유입시킨 다음 교반하여 오염물의 농도를 균등하게 조정하였다.The condensate of coke oven gas containing thiocyanate at a concentration of 3165 mg / L was introduced into an equalizing bath as shown in FIG. 1, followed by stirring to uniformly adjust the concentration of contaminants.
균등화된 폐수의 pH를 측정한 결과 9.0이었다.The pH of the equalized wastewater was measured to be 9.0.
반응조에서 황산구리와 아황산나트륨을 투입하여 30분간 반응시켜 폐수중의 티오시안을 난용성 물질인 티오시안산 구리로 전환시켰다.Copper sulfate and sodium sulfite were added to the reactor for reaction for 30 minutes to convert thiocyanate in the wastewater into copper thiocyanate, a poorly soluble substance.
그런 다음 이 폐수를 고액분리조에 유입시켜 고분자 응집제로 PAA를 3mg/L 비율로 첨가하여 응집 및 플록크기를 증대시킨 다음 상등수의 슬럿지화된 난용성 물질을 분리하여 폐수처리를 수행하였다. 제2도는 상기 방법에 따라 pH를 7.5로 조절하고 일정 농도의 아질산 나트륨이 투입된 조건하에서 황산구리 투입량 변화에 따른 티오시안 저감효과를 보여주고 있다. 제2도에서 볼 수 있듯이 초기 원폐수의 티오시안 농도 대비 황산구리 투입량이 3배 미만인 8g/L 이하인 경우는 처리수중의 SCN 농도가 1000mg/L 이상으로 처리효율이 미흡하지만 3배 이상인 10g/L인 경우는 처리수중의 SCN 농도가 250mg/L 이하로 티오시안 처리효율이 급격히 증가하며, 12g/L이 될 경우는 거의 95% 이상으로 제거된다. 그러나 황산구리 투입량이 초기 SCN 농도 대비 5배 이상인 경우는 더 이상 SCN 저감효율이 증가되지 않는다는 것을 알 수 있다. 제3도는 상기 방법에 따라 일정 농도의 황산구리가 투입된 조건하에서 아황산나트륨 투입량 변화에 따른 티오시안 저감효과를 보여주고 있다. 제3도에서 볼 수 있듯이 아황산나트륨을 4g/L 이하 투입시에는 티오시안저감 효율이 매우 미흡하나 그 이상 투입시에는 티오시안 제거효율이 95% 이상이 됨을 알 수 있다. 그러나 아황산나트륨을 6mg/L 이상 투입시에는 더 이상 티오시안 제거효율이 증가되지 않는다는 것을 알 수 있다. 제4도는 일정량의 황산구리와 아황산나트륨이 투입된 조건하에서 pH 변화에 따른 티오시안 저감효과를 보여주고 있다. 제4도에서 볼 수 있듯이 pH가 8 이상일 경우는 폐수중의 티오시안 제거효율이 미흡하며, pH가 8 이하일 경우는 티오시안 제거효율이 급격히 증가하여 pH가 6 이하일 경우는 티오시안 제거효율이 95%를 유지함을 알 수 있다.Then, the wastewater was introduced into the solid-liquid separation tank and PAA was added at a rate of 3 mg / L as a polymer flocculant to increase flocculation and floc size, and the sludge-diluted poorly soluble material of the supernatant was separated and wastewater treatment was performed. Figure 2 shows the effect of reducing the thiocyanate according to the change in the amount of copper sulfate input under the condition that the pH is adjusted to 7.5 and a certain concentration of sodium nitrite is added according to the above method. As shown in FIG. 2, when the amount of copper sulfate input less than 3 times the initial concentration of thiocyanate in the raw wastewater is 8 g / L or less, the SCN concentration in the treated water is 1000 mg / L or more, but the treatment efficiency is insufficient. In this case, the thiocyan treatment efficiency rapidly increases to less than 250 mg / L of SCN concentration in the treated water, and when it is 12 g / L, it is removed to almost 95%. However, it can be seen that the SCN reduction efficiency no longer increases when the copper sulfate input is more than five times the initial SCN concentration. FIG. 3 shows the thiocyanate reduction effect according to the change of the sodium sulfite input amount under the condition in which copper sulfate of a certain concentration was added according to the above method. As can be seen in Figure 3, when the sodium sulfite is added 4g / L or less, the thiocyanate reduction efficiency is very poor, but when added more than the thiocyanate removal efficiency can be seen that more than 95%. However, it can be seen that the addition of sodium sulfite over 6mg / L no longer increases the thiocyanate removal efficiency. FIG. 4 shows the thiocyanate reduction effect according to the pH change under the condition that a certain amount of copper sulfate and sodium sulfite were added. As can be seen in FIG. 4, when pH is above 8, the thiocyanate removal efficiency in wastewater is insufficient. When pH is below 8, the thiocyanate removal efficiency is rapidly increased. It can be seen that the percentage is maintained.
[비교예][Comparative Example]
실시예에서와 같은 시안화합물을 함유한 폐수에 차아염소산나트륨 산화에 의한 시안화합물 제거실험을 수행했다.The wastewater containing cyanide compound as in Example was subjected to the cyanide compound removal experiment by sodium hypochlorite oxidation.
제5도에 도시된 바와 같이 유입되는 COG 원폐수에 황산 제1철을 800mg/L, 소석회를 1200mg/L 주입하여 1차적으로 반응시킨 다음 차아염소산나트륨 투입량 변화에 따른 티오시안 제거실험을 수행했다. 이때 반응기의 pH는 가장 반응이 효과적이라고 판단되는 7.5로 조절되었다. 제5도에 의하면 차아염소산나트륨 주입량을 3000mg/L까지 증가시키더라도 폐수중의 티오시안화합물은 거의 제거되지 않았다.As shown in FIG. 5, 800 mg / L of ferrous sulfate and 1200 mg / L of calcined lime were first reacted with the COG wastewater introduced, and then a thiocyanate removal experiment was performed according to the change in the amount of sodium hypochlorite. . At this time, the pH of the reactor was adjusted to 7.5, which is considered to be the most effective. According to FIG. 5, even though the sodium hypochlorite injection amount was increased to 3000 mg / L, the thiocyanate compound in the wastewater was hardly removed.
상술한 바와 같이 본 발명에 의한 방법은 코크스 오븐 가스의 응축수중에 함유된 고농도 티오시안 이온을 제거함에 있어서 원폐수를 균등화하여 pH를 적절히 조절한 후, 화학반응제로서 황산구리와 아황산나트륨을 이용하여 티오시안을 난용성 물질로 전환시킴으로써 폐수중의 다른 오염물질에 영향을 받지 않고 폐수중에 함유된 고농도 티오시안 이온을 용이하고 안정적으로 제거할 수 있는 효과가 있는 것이다.As described above, in the method according to the present invention, in order to remove the high concentration of thiocyanate ions contained in the condensate of the coke oven gas, the wastewater is equalized to adjust the pH appropriately, and then copper sulphate and sodium sulfite are used as chemical reagents. By converting cyan into poorly soluble substances, it is possible to easily and stably remove high concentrations of thiocyan ions contained in the wastewater without being affected by other pollutants in the wastewater.
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KR101050738B1 (en) | 2004-09-02 | 2011-07-20 | 재단법인 포항산업과학연구원 | Wastewater treatment method for coke production |
KR101752302B1 (en) * | 2015-10-16 | 2017-07-03 | 지엠텍(주) | Method of recovery prussian blue and apparatus thereof |
CN109502929A (en) * | 2019-01-08 | 2019-03-22 | 辽宁中舟得水环保科技有限公司 | A kind of processing method of coking of coal waste water |
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Publication number | Priority date | Publication date | Assignee | Title |
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KR101050738B1 (en) | 2004-09-02 | 2011-07-20 | 재단법인 포항산업과학연구원 | Wastewater treatment method for coke production |
KR101752302B1 (en) * | 2015-10-16 | 2017-07-03 | 지엠텍(주) | Method of recovery prussian blue and apparatus thereof |
CN109502929A (en) * | 2019-01-08 | 2019-03-22 | 辽宁中舟得水环保科技有限公司 | A kind of processing method of coking of coal waste water |
CN109502929B (en) * | 2019-01-08 | 2019-11-12 | 辽宁中舟得水环保科技有限公司 | A kind of processing method of coking of coal waste water |
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