KR200418368Y1 - Apparatus for Iodine wastewater treatment by activated sludge - Google Patents

Apparatus for Iodine wastewater treatment by activated sludge Download PDF

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KR200418368Y1
KR200418368Y1 KR2020060005172U KR20060005172U KR200418368Y1 KR 200418368 Y1 KR200418368 Y1 KR 200418368Y1 KR 2020060005172 U KR2020060005172 U KR 2020060005172U KR 20060005172 U KR20060005172 U KR 20060005172U KR 200418368 Y1 KR200418368 Y1 KR 200418368Y1
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iodine
wastewater
tank
supplied
transfer pipe
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정붕익
김응용
전재성
이중헌
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(주) 테크윈
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    • 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
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/283Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • 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
    • C02F1/66Treatment of water, waste water, or sewage by neutralisation; pH adjustment
    • 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
    • C02F1/70Treatment of water, waste water, or sewage by reduction
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/12Treatment of sludge; Devices therefor by de-watering, drying or thickening
    • C02F11/121Treatment of sludge; Devices therefor by de-watering, drying or thickening by mechanical de-watering
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • C02F3/1205Particular type of activated sludge processes
    • C02F3/121Multistep treatment
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/12Activated sludge processes
    • C02F3/14Activated sludge processes using surface aeration
    • 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
    • C02F2001/007Processes including a sedimentation step

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  • Engineering & Computer Science (AREA)
  • Hydrology & Water Resources (AREA)
  • Environmental & Geological Engineering (AREA)
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  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Mechanical Engineering (AREA)
  • Activated Sludge Processes (AREA)

Abstract

본 고안은 요오드 폐수의 생물학적 처리장치에 관한 것으로, 그 목적은 요오드를 원료로 사용하는 반도체 등 여러 분야에서 발생되는 폐수를 간단하고 경제적으로 처리할 수 있도록 하는 데 있다. The present invention relates to a biological treatment apparatus for iodine wastewater, the purpose of which is to enable simple and economical treatment of wastewater generated in various fields, such as semiconductor using iodine as a raw material.

본 고안은 요오드가 포함된 폐수를 활성슬러지법을 이용하여 처리하는 처리장치에 있어서, 공급된 폐수의 pH조정과 환원반응이 일어나는 라인믹서와; 상기 라인믹서로부터 이송관을 통해 공급되는 요오드폐수의 농도를 균일하게 조정해 주는 유량조정조와; 상기 유량조정조로부터 이송관을 통해 공급된 요오드폐수의 미생물처리가 일어나는 폭기조와; 상기 폭기조로부터 이송관을 통해 공급된 미생물슬러지를 고액분리하는 침전조와; 상기 침전조로부터 이송관을 통해 공급된 잉여슬러지를 탈수시켜 슬러지케익으로 처리하는 탈수기로 구성한 것을 특징으로 한다.The present invention provides a treatment apparatus for treating wastewater containing iodine by using an activated sludge method, comprising: a line mixer in which pH adjustment and a reduction reaction of the supplied wastewater occur; A flow rate adjustment tank for uniformly adjusting the concentration of iodine waste water supplied from the line mixer through the transfer pipe; An aeration tank in which microbial treatment of iodine wastewater supplied from the flow rate adjustment tank through a transfer pipe occurs; A settling tank for solid-liquid separation of the microbial sludge supplied through the transfer pipe from the aeration tank; It is characterized by consisting of a dehydrator for dewatering the excess sludge supplied through the transfer pipe from the sedimentation tank treated with sludge cake.

요오드폐수처리, 환원처리, 잉여활성슬러지, 반도체, 생물학적처리 Iodine Wastewater Treatment, Reduction Treatment, Surplus Activated Sludge, Semiconductor, Biological Treatment

Description

요오드 폐수의 생물학적 처리장치{Apparatus for Iodine wastewater treatment by activated sludge}Apparatus for Iodine wastewater treatment by activated sludge}

도 1은 본 고안의 한 실시예에 따른 요오드 폐수 처리공정 및 장치 구성을 보인 실시예도이고,1 is an embodiment showing an iodine wastewater treatment process and apparatus configuration according to an embodiment of the present invention,

도 2는 본 고안의 다른 실시예에 따른 요오드 폐수 처리공정 및 장치 구성을 보인 실시예도이며,Figure 2 is an embodiment showing the configuration of the iodine wastewater treatment process and apparatus according to another embodiment of the present invention,

도 3은 본 고안의 또 다른 실시예에 따른 요오드 폐수 처리공정 및 장치 구성을 보인 실시예도이다.Figure 3 is an embodiment showing the configuration of the iodine wastewater treatment process and apparatus according to another embodiment of the present invention.

<도면의 주요부분에 대한 부호의 설명><Description of the symbols for the main parts of the drawings>

(1) : 라인믹서(Line Mixer) (2) : 유량조정조(1): Line Mixer (2): Flow Adjustment Tank

(3) : 가압부상조 (4) : 활성탄여과기(3): pressurized flotation tank (4): activated carbon filter

(5) : 폭기조 (6) : 침전조 (5): aeration tank (6): sedimentation tank

본 고안은 요오드 폐수의 생물학적 처리장치에 관한 것으로, 자세하게는 요 오드가 포함된 폐수 중의 요오드를 요오드이온으로 환원시켜 미생물에 대한 영향을 최소화하여 고농도의 요오드 폐수에서도 생물학적 처리공정을 적용하여 폐수를 처리할 수 있도록 하는 것에 관한 것이다.The present invention relates to a biological treatment apparatus for iodine wastewater, and in detail, by reducing iodine in the wastewater containing iodine to iodine ions to minimize the effects on microorganisms, the treatment of wastewater by applying biological treatment process even in high concentration iodine wastewater It's about making it possible.

일반적으로 가장 많이 적용되는 요오드 폐수 처리방법은 유기 음이온 교환수지를 이용하는 방법으로 요오드이온이나 요오드산이온 형태로 존재하는 요오드화합물을 유기 음이온 교환수지를 이용하여 제거하는 방법이다.In general, the most widely used iodine wastewater treatment method is an organic anion exchange resin, which removes iodine compounds present in the form of iodine ions or iodide ions using organic anion exchange resins.

그러나 요오드 폐수는 요오드이온(I-), 요오드산이온(IO3-), 요오드(I2)가 혼합물로 존재하고 있으므로 요오드(I2)로 존재하는 경우 음이온 교환수지로 처리시 제거효율이 낮고 산화력이 강한 요오드에 의한 후속 처리공정에 문제를 야기하게 된다는 문제점이 있다. However, waste water is iodine iodide ion (I -) is low, iodate ion (IO 3-), iodine (I 2) is because the presence of a mixture of iodine (I 2) upon treatment with an anion exchange resin, when present as a removal efficiency There is a problem that causes a problem in the subsequent processing by the oxidizing strong iodine.

다른 방법으로는 활성탄을 이용하는 방법이 있으나 요오드의 제거는 가능하나 고농도의 요오드가 포함되어 있을 경우에는 활성탄교체 비용의 과다로 비경제적이고 요오드이온이나 요오드산이온의 제거는 불가능하여 단독으로 사용하기보다는 유기음이온 교환수지의 전처리공정으로 사용되고 있다.Another method is to use activated carbon, but it is possible to remove iodine, but if it contains high concentration of iodine, it is inexpensive due to excessive cost of activated carbon replacement, and it is impossible to remove iodine or iodine ion. It is used as a pretreatment process for anion exchange resin.

최근 요오드처리방법으로는 요오드를 요오드이온으로 환원시킨 후 황산수은이나 염화은을 첨가하여 HgI 나 AgI로 침전시켜 제거하는 방법이 있으나 유해성이 나 경제성에서 적용이 어려운 실정이다. 특히 폐수의 발생량이 많거나 농도가 높을 경우 현실적으로 불가능한 실정이다.Recently, as iodine treatment, iodine is reduced to iodine ions, and mercury sulfate or silver chloride is added to precipitate and removed by HgI or AgI. However, the iodine treatment is difficult in terms of hazard and economic efficiency. In particular, if the amount of wastewater generated or high concentration is practically impossible.

상기와 같은 문제점을 해결하기 위한 본 고안의 목적은 요오드를 원료로 사용하는 반도체 등 여러 분야에서 발생 되는 고농도로 요오드가 존재하는 폐수 중의 요오드를 요오드의 산화력을 무해하는 전처리과정을 거쳐 요오드이온으로 환원시켜 생물학적으로 처리함으로써 미생물에 큰 영향 없이 처리할 수 있도록 한 요오드 폐수의 생물학적 처리장치를 제공하는 데 있다.The purpose of the present invention for solving the above problems is to reduce the iodine in the wastewater in which iodine is present in high concentrations generated in various fields such as semiconductors using iodine as a raw material through pre-treatment process to harm the oxidizing power of iodine to iodine ion The present invention provides a biological treatment apparatus for iodine wastewater, which can be treated without biological effects by causing biological treatment.

상기한 바와 같은 목적을 달성하고 종래의 결점을 제거하기 위한 과제를 수행하는 본 고안은 요오드가 포함된 폐수를 활성슬러지법을 이용하여 처리하는 처리장치에 있어서, 공급된 폐수의 pH조정과 환원반응이 일어나는 라인믹서와; 상기 라인믹서로부터 이송관을 통해 공급되는 요오드폐수의 농도를 균일하게 조정해 주는 유량조정조와; 상기 유량조정조로부터 이송관을 통해 공급된 요오드폐수의 미생물처리가 일어나는 폭기조와; 상기 폭기조로부터 이송관을 통해 공급된 미생물슬러지를 고액분리하는 침전조와; 상기 침전조로부터 이송관을 통해 공급된 잉여슬러지를 탈수시켜 슬러지케익으로 처리하는 탈수기로 구성한 것을 특징으로 한다.The present invention to achieve the object as described above and to perform the problem for eliminating the conventional defects in the treatment apparatus for treating wastewater containing iodine using activated sludge method, pH adjustment and reduction reaction of the supplied wastewater This happens with a line mixer; A flow rate adjustment tank for uniformly adjusting the concentration of iodine waste water supplied from the line mixer through the transfer pipe; An aeration tank in which microbial treatment of iodine wastewater supplied from the flow rate adjustment tank through a transfer pipe occurs; A settling tank for solid-liquid separation of the microbial sludge supplied through the transfer pipe from the aeration tank; It is characterized by consisting of a dehydrator for dewatering the excess sludge supplied through the transfer pipe from the sedimentation tank treated with sludge cake.

또한 상기 유량조정조 다음에 이송관을 통해 공급된 요오드폐수의 부유성물질을 제거하는 가압부상조를 더 포함하여 구성한 것을 특징으로 한다.In addition, the flow rate adjustment tank is characterized in that it further comprises a pressurized flotation tank for removing the floating material of the iodine waste water supplied through the transfer pipe.

또한 상기 가압부상조 다음에 이송관을 통해 공급된 요오드폐수의 산화력을 중화하기 위한 활성탄여과기를 더 포함하여 구성한 것을 특징으로 한다.In addition, it characterized in that it further comprises an activated carbon filter for neutralizing the oxidative power of the iodine waste water supplied through the feed pipe after the pressurization.

상기와 같은 본 고안의 장치 구성을 가지고 요오드가 포함된 폐수를 활성슬러지법을 이용하여 처리하는 방법을 살펴보면, 유입되는 폐수를 라인믹서에서 pH를 조절하고 pH가 조정된 상태에서 라인믹서 후단에 환원제를 투입하여 환원처리하는 단계와; 상기 환원처리된 요오드 폐수를 유량조정조에 저장하는 단계와; 이후 폭기조에 유입시켜 미생물에 의해 유기물을 처리하는 단계와; 이후 침전조에서 고액분리하는 단계와 ; 이후 상기 고액분리된 미생물 처리수를 방류수 수질기준에 맞도록 최종처리하는 단계를 포함하여 요오드폐수를 처리한다.Looking at the method of treating the wastewater containing iodine using the activated sludge method with the device configuration of the present invention as described above, the incoming wastewater is adjusted to the pH in the line mixer and the reducing agent at the rear of the line mixer in the pH adjusted state A reduction treatment by adding; Storing the reduced iodine waste water in a flow rate adjusting tank; And then processing the organic material by the microorganisms by entering the aeration tank; After the solid-liquid separation in the settling tank; Thereafter, the iodine wastewater is treated, including the final treatment of the solid-liquid separated microbial treated water to meet the discharged water quality standards.

또한 유량조정조에 저장하는 단계 이후 환원처리된 요오드 폐수 중 부유성 물질을 제거하기 위해 가압부상조를 통하여 부유성 물질을 제거하는 단계를 더 포할 수도 있다.In addition, after the step of storing in the flow rate adjustment tank may further include the step of removing the suspended solids through the pressure flotation tank to remove the suspended solids in the reduced iodine waste water.

또한 부유성 물질을 제거하는 단계 이후 저장되어 환원처리된 요오드폐수를 활성탄여과기를 통과하여 요오드폐수의 잔류산화력을 제거하는 단계를 더 포함할 수도 있다.The method may further include removing residual oxidative power of the iodine waste water by passing the stored and reduced treated iodine waste water through an activated carbon filter after removing the floating material.

상기 pH는 8.0~8.5로 조정하는데, pH를 이와 같이 조정하는 이유는 하한치 보다 낮으면 오오드의 환원에 사용되는 과산화수소의 환원작용이 불안전하여 후속공정인 폭기조에서 산소에 의한 요오드의 산화반응이 일어나 미생물을 사멸시키게 되는 문제점이 있고, 상한치 보다 크면 미생물 처리시 pH가 저해요인으로 작용하게 되므로 생물학적 처리효율이 저하되기 때문에 상기 범위가 적당하다. The pH is adjusted to 8.0 to 8.5, but the reason for adjusting the pH is lower than the lower limit, so that the reduction of hydrogen peroxide used for the reduction of iodine is unstable, resulting in the oxidation reaction of iodine by oxygen in the subsequent aeration tank. There is a problem of killing microorganisms, and if the upper limit is higher than the upper limit, the pH is acting as an inhibitor, so the biological treatment efficiency is lowered, so the range is appropriate.

상기 환원제로는 과산화수소를 사용하는데 농도는 농도30%의 것을 사용하고, 투입량은 0.05 ~ 1ppm 투입한다. Hydrogen peroxide is used as the reducing agent, but the concentration is 30%, and the dosage is 0.05-1 ppm.

과산화수소를 사용하는 이유는 적은량의 주입으로도 환원반응이 일어날 수 있기 때문에 경제적이고 환원반응 후 무해한 물과 산소로 분해되기 때문에 과산화 수소를 사용한다. 그 외의 환원제로 티오황산나트륨의 경우 과량의 환원제가 투입되어야 하므로 적용이 어렵다.The reason for using hydrogen peroxide is hydrogen peroxide because it is economical because the reduction reaction can occur even with a small amount of injection and is decomposed into harmless water and oxygen after the reduction reaction. Sodium thiosulfate as the other reducing agent is difficult to apply because the excess reducing agent should be added.

농도를 한정한 이유는 주입되는 양을 농도에 맞게 환산하기 용이하게 하기 위하여 실험에 사용된 농도이기 때문이다.The reason for limiting the concentration is that it is the concentration used in the experiment in order to facilitate the conversion of the amount injected to the concentration.

투입량을 한정한 이유는 하한치보다 작으면 환원반응이 늦게 일어나고 미반응 요오드에 의한 후속처리에 문제가 발생되고, 상한치 보다 크면 잔류하는 과산화수소에 의한 후속처리 공정인 생물학적 처리공정에서 처리효율 저하 등의 문제점이 있기 때문이다.The reason for limiting the input amount is that a reduction reaction occurs later than the lower limit and a problem occurs in the subsequent treatment by unreacted iodine, and when the upper limit is exceeded, problems such as a decrease in treatment efficiency in a biological treatment process, which is a subsequent treatment process by residual hydrogen peroxide. Because of this.

이하 본 고안의 실시 예인 구성과 그 작용을 첨부도면에 연계시켜 상세히 설 명하면 다음과 같다.Hereinafter, the configuration and the operation of the embodiment of the present invention will be described in detail with reference to the accompanying drawings.

도 1은 본 고안에 따른 요오드 폐수 처리공정 및 장치 구성을 보인 실시예도를 도시하고 있는데, 도시된 바와 같이 그 구성은 공급된 폐수의 pH조정과 환원반응이 일어나는 라인믹서(1)와; 상기 라인믹서로부터 이송관을 통해 공급되는 요오드폐수의 농도를 균일하게 조정해 주는 유량조정조(2)와; 상기 유량조정조(2)로부터 이송관을 통해 공급된 요오드폐수의 미생물처리가 일어나는 폭기조(5)와; 상기 폭기조로부터 이송관을 통해 공급된 미생물슬러지를 고액분리하는 침전조(6)와; 상기 침전조로부터 이송관을 통해 공급된 잉여슬러지를 탈수시켜 슬러지케익으로 처리하는 탈수기(7)로 구성된다.Figure 1 shows an embodiment showing the configuration of the iodine wastewater treatment process and apparatus according to the present invention, as shown in the configuration is a line mixer (1) that the pH adjustment and reduction reaction of the supplied wastewater occurs; A flow rate adjustment tank (2) for uniformly adjusting the concentration of iodine waste water supplied from the line mixer through the transfer pipe; An aeration tank 5 in which microorganism treatment of iodine waste water supplied from the flow rate adjustment tank 2 through the transfer pipe occurs; A settling tank (6) for solid-liquid separation of the microbial sludge supplied through the transfer pipe from the aeration tank; It consists of a dehydrator (7) for dewatering the excess sludge supplied through the transfer pipe from the settling tank to treat the sludge cake.

상기와 같이 구성된 본 고안 실시예의 작용을 설명하면 다음과 같다.Referring to the operation of the embodiment of the present invention configured as described above are as follows.

유입되는 폐수를 라인믹서에서 pH를 조절하고 pH가 조정된 상태에서 라인믹서 후단에 환원제를 투입하여 환원처리하고, 이후 환원처리된 요오드 폐수를 유량조정조에 저장하고, 이후 폭기조에 유입시켜 미생물에 의해 유기물을 처리하고, 이후 침전조에서 고액분리하며, 이후 상기 미생물 처리수를 방류수 수질기준에 맞도록 최종처리한다.The incoming wastewater is adjusted by adjusting the pH in the line mixer and reducing agent is added to the rear end of the line mixer in a state where the pH is adjusted, and then the reduced iodine waste water is stored in the flow control tank and then introduced into the aeration tank by microorganisms. The organics are treated, then solid-liquid separated in the settling tank, and then the microbial treated water is finally treated to meet the effluent water quality standards.

또한 상기 침전조에서 고액분리된 상등액은 침전조 밖으로 배출되고, 고체슬러지중 일부는 이송관을 통해 폭기조로 이송되는 반송슬러지로 이용되고, 나머지 잉여슬러지는 탈수기로 이송된다.In addition, the supernatant liquid-separated from the settling tank is discharged out of the settling tank, some of the solid sludge is used as a conveying sludge is transferred to the aeration tank through the transfer pipe, the remaining excess sludge is transferred to the dehydrator.

도 2는 본 고안의 다른 실시예에 따른 요오드 폐수 처리공정 및 장치 구성을 보인 실시예도인데, 도시된 바와 같이 그 구성은 공급된 폐수의 pH조정과 환원반응이 일어나는 라인믹서(1)와; 상기 라인믹서로부터 이송관을 통해 공급되는 요오드폐수의 농도를 균일하게 조정해 주는 유량조정조(2)와; 상기 유량조정조로부터 이송관을 통해 공급된 요오드폐수의 부유성물질을 제거하는 가압부상조(3)와; 상기 가압부상조(3)로부터 이송관을 통해 공급된 요오드폐수의 미생물처리가 일어나는 폭기조(5)와; 상기 폭기조로부터 이송관을 통해 공급된 미생물슬러지를 고액분리하는 침전조(6)와; 상기 침전조로부터 이송관을 통해 공급된 잉여슬러지를 탈수시켜 슬러지케익으로 처리하는 탈수기(7)로 구성된다.Figure 2 is an exemplary view showing the configuration of the iodine wastewater treatment process and apparatus according to another embodiment of the present invention, as shown in the configuration is a line mixer (1) that the pH adjustment and reduction reaction of the supplied wastewater occurs; A flow rate adjustment tank (2) for uniformly adjusting the concentration of iodine waste water supplied from the line mixer through the transfer pipe; A pressurized floatation tank (3) for removing floating substances of iodine wastewater supplied from the flow rate adjustment tank through a transfer pipe; An aeration tank 5 in which microbial treatment of the iodine wastewater supplied from the pressurization flotation tank 3 is carried out through a transfer pipe; A settling tank (6) for solid-liquid separation of the microbial sludge supplied through the transfer pipe from the aeration tank; It consists of a dehydrator (7) for dewatering the excess sludge supplied through the transfer pipe from the settling tank to treat the sludge cake.

상기와 같이 구성된 본 고안 실시예의 작용을 설명하면 다음과 같다.Referring to the operation of the embodiment of the present invention configured as described above are as follows.

유입되는 폐수를 라인믹서에서 pH를 조절하고 pH가 조정된 상태에서 라인믹서 후단에 환원제를 투입하여 환원처리하고, 이후 환원처리된 요오드 폐수를 유량조정조에 저장하고, 이후 상기 환원처리된 요오드 폐수 중 부유성 물질을 제거하기 위해 가압부상조를 통하여 부유성 물질을 제거하고, 이후 폭기조에 유입시켜 미생물에 의해 유기물을 처리하고, 이후 침전조에서 고액분리하며, 이후 상기 미생물 처리수를 방류수 수질기준에 맞도록 최종처리한다.Inflow of wastewater is adjusted by adjusting the pH in the line mixer and reducing agent is added to the rear end of the line mixer in a pH-adjusted state, and then the reduced iodine wastewater is stored in a flow adjusting tank, and then, in the reduced iodine wastewater. In order to remove the suspended solids, the suspended solids are removed through a pressurized floatation tank, and then flowed into the aeration tank to treat organic matter by microorganisms, and thereafter, solid-liquid separation in the settling tank, and then the microbial treated water meets the discharge water quality standards. Final treatment.

또한 상기 침전조에서 고액분리된 상등액은 침전조 밖으로 배출되고, 고체슬 러지중 일부는 이송관을 통해 폭기조로 이송되는 반송슬러지로 이용되고, 나머지 잉여슬러지는 탈수기로 이송된다.In addition, the supernatant liquid-separated from the settling tank is discharged out of the settling tank, some of the solid sludge is used as a conveying sludge transported to the aeration tank through the transfer pipe, the remaining excess sludge is sent to the dehydrator.

도 3은 본 고안의 또 다른 실시예에 따른 요오드 폐수 처리공정 및 장치 구성을 보인 실시예도인데, 도시된 바와 같이 그 구성은 공급된 폐수의 pH조정과 환원반응이 일어나는 라인믹서(1)와; 상기 라인믹서로부터 이송관을 통해 공급되는 요오드폐수의 농도를 균일하게 조정해 주는 유량조정조(2)와; 상기 유량조정조로부터 이송관을 통해 공급된 요오드폐수의 부유성물질을 제거하는 가압부상조(3)와; 상기 가압부상조로부터 이송관을 통해 공급된 요오드폐수의 산화력을 중화하기 위한 활성탄여과기(4)와; 상기 활성탄여과기로부터 이송관을 통해 공급된 요오드폐수의 미생물처리가 일어나는 폭기조(5)와; 상기 폭기조로부터 이송관을 통해 공급된 미생물슬러지를 고액분리하는 침전조(6)와; 상기 침전조로부터 이송관을 통해 공급된 잉여슬러지를 탈수시켜 슬러지케익으로 처리하는 탈수기(7)로 구성된다.Figure 3 is an exemplary view showing the configuration of the iodine wastewater treatment process and apparatus according to another embodiment of the present invention, as shown in the configuration is a line mixer (1) to adjust the pH and the reduction reaction of the supplied wastewater; A flow rate adjustment tank (2) for uniformly adjusting the concentration of iodine waste water supplied from the line mixer through the transfer pipe; A pressurized floatation tank (3) for removing floating substances of iodine wastewater supplied from the flow rate adjustment tank through a transfer pipe; An activated carbon filter (4) for neutralizing the oxidative power of the iodine wastewater supplied from the pressurizing tank through the transfer pipe; An aeration tank 5 in which microorganism treatment of iodine wastewater supplied from the activated carbon filter is carried out through a transfer pipe; A settling tank (6) for solid-liquid separation of the microbial sludge supplied through the transfer pipe from the aeration tank; It consists of a dehydrator (7) for dewatering the excess sludge supplied through the transfer pipe from the settling tank to treat the sludge cake.

상기와 같이 구성된 본 고안 실시예의 작용을 설명하면 다음과 같다.Referring to the operation of the embodiment of the present invention configured as described above are as follows.

유입되는 폐수를 라인믹서에서 pH를 조절하고 pH가 조정된 상태에서 라인믹서 후단에 환원제를 투입하여 환원처리하고, 상기 환원처리된 요오드 폐수를 유량조정조에 저장하고, 이후 상기 환원처리된 요오드 폐수 중 부유성 물질을 제거하기 위해 가압부상조를 통하여 부유성 물질을 제거하고, 이후 상기 저장되어 환원처리된 요오드폐수를 활성탄여과기를 통과하여 요오드폐수의 잔류산화력을 제거하며, 이후 폭기조에 유입시켜 미생물에 의해 유기물을 처리하고, 이후 침전조에서 고액분리하며, 이후 상기 미생물 처리수를 방류수 수질기준에 맞도록 최종처리한다.Inflow of wastewater is adjusted by adjusting the pH in the line mixer and reducing agent is added to the rear end of the line mixer in a state where the pH is adjusted, and the reduced iodine wastewater is stored in a flow adjusting tank and thereafter, in the reduced iodine wastewater. In order to remove the suspended solids, the suspended solids are removed through a pressurized floatation tank, and then the stored and reduced iodine waste water is passed through an activated carbon filter to remove residual oxidizing power of the iodine waste water, and then introduced into the aeration tank to the microorganisms. The organic matter is treated, and then solid-liquid separated in the settling tank, and then the microbial treated water is finally treated to meet the discharged water quality standards.

또한 상기 침전조에서 고액분리된 상등액은 침전조 밖으로 배출되고, 고체슬러지중 일부는 이송관을 통해 폭기조로 이송되는 반송슬러지로 이용되고, 나머지 잉여슬러지는 탈수기로 이송된다.In addition, the supernatant liquid-separated from the settling tank is discharged out of the settling tank, some of the solid sludge is used as a conveying sludge is transferred to the aeration tank through the transfer pipe, the remaining excess sludge is transferred to the dehydrator.

이하 본 고안의 바람직한 실시예이다.Hereinafter is a preferred embodiment of the present invention.

현장적용을 위하여 테스트한 결과 하기의 실시예 1 내지 3 모두 적용가능 하였다. As a result of the test for the field application, all of the following Examples 1 to 3 were applicable.

(실시예 1)(Example 1)

유입되는 폐수를 라인믹서에서 pH를 조절하고 pH가 조정된 상태에서 라인믹서 후단에 환원제를 투입하여 환원처리하고, 이후 환원처리된 요오드 폐수를 유량조정조에 저장하고, 이후 폭기조에 유입시켜 미생물에 의해 유기물을 처리하고, 이후 침전조에서 고액분리하며, 이후 상기 미생물 처리수를 방류수 수질기준에 맞도록 최종처리하였다. 또한 상기 침전조에서 고액분리된 상등액은 침전조 밖으로 배출되고, 고체슬러지 중 일부는 이송관을 통해 폭기조로 이송되는 반송슬러지로 이용되고, 나머지 잉여슬러지는 탈수기로 이송하도록 구성하여 실험을 진행했다.The incoming wastewater is adjusted by adjusting the pH in the line mixer and reducing agent is added to the rear end of the line mixer in a state where the pH is adjusted, and then the reduced iodine waste water is stored in the flow control tank and then introduced into the aeration tank by microorganisms. The organics were treated, then solid-liquid separated in the settling tank, and then the microbial treated water was finally treated to meet the effluent water quality standards. In addition, the supernatant liquid separated from the settling tank is discharged out of the settling tank, some of the solid sludge is used as a conveying sludge transported to the aeration tank through the transfer pipe, the rest of the excess sludge was configured to be transferred to the dehydrator was carried out the experiment.

환원처리시 pH는 8을 유지하였고 과산화수소 주입량은 0.05ppm에서 환원반응이 종료되었다. 환원처리하지 않고 미생물처리에 적용할 경우 원폐수 주입 직후 바 로 폐사하여 미생물 처리가 불가능하였다. 이때 원 폐수 중에 포함되어 있는 요오드는 약 2,000ppm 이었으며 원폐수의 CODmn은 800ppm으로 유입되었다. 생물학적 처리효율은 상기조건에서 60%를 유지하였다.During the reduction treatment, the pH was maintained at 8 and the reduction reaction was terminated at 0.05 ppm of hydrogen peroxide. When applied to microbial treatment without reducing, microbial treatment was impossible because it died immediately after injection of raw wastewater. At this time, iodine contained in the raw wastewater was about 2,000 ppm, and CODmn of the raw wastewater was introduced at 800 ppm. Biological treatment efficiency was maintained at 60% under these conditions.

(실시예 2)(Example 2)

유입되는 폐수를 라인믹서에서 pH를 조절하고 pH가 조정된 상태에서 라인믹서 후단에 환원제를 투입하여 환원처리하고, 이후 환원처리된 요오드 폐수를 유량조정조에 저장하고, 이후 상기 환원처리된 요오드 폐수 중 부유성 물질을 제거하기 위해 가압부상조를 통하여 부유성 물질을 제거하고, 이후 폭기조에 유입시켜 미생물에 의해 유기물을 처리하고, 이후 침전조에서 고액분리하며, 이후 상기 미생물 처리수를 방류수 수질기준에 맞도록 최종처리하였다. 또한 상기 침전조에서 고액분리된 상등액은 침전조 밖으로 배출되고, 고체슬러지 중 일부는 이송관을 통해 폭기조로 이송되는 반송슬러지로 이용되고, 나머지 잉여슬러지는 탈수기로 이송하도록 구성하여 실험을 진행했다.Inflow of wastewater is adjusted by adjusting the pH in the line mixer and reducing agent is added to the rear end of the line mixer in a pH-adjusted state, and then the reduced iodine wastewater is stored in a flow adjusting tank, and then, in the reduced iodine wastewater. In order to remove the suspended solids, the suspended solids are removed through a pressurized floatation tank, and then flowed into the aeration tank to treat organic matter by microorganisms, and thereafter, solid-liquid separation in the settling tank, and then the microbial treated water meets the discharge water quality standards. Final treatment. In addition, the supernatant liquid separated from the settling tank is discharged out of the settling tank, some of the solid sludge is used as a conveying sludge transported to the aeration tank through the transfer pipe, the rest of the excess sludge was configured to be transferred to the dehydrator was carried out the experiment.

환원처리시 pH는 8.5를 유지하였고 과산화수소 주입량은 0.1ppm에서 환원반응이 종료되었다. 환원처리하지 않고 미생물처리에 적용할 경우 원폐수 주입 직후 바로 폐사하여 미생물 처리가 불가능하였다. 이때 원폐수 중에 포함되어 있는 요오드는 약 2,000ppm 이었으며 원폐수의 CODmn은 1,000ppm으로 유입되었다. 생물학적 처리효율은 상기조건에서 70%를 유지하였다.During the reduction process, the pH was maintained at 8.5 and the hydrogen peroxide injection was completed at 0.1 ppm. When applied to microbial treatment without reducing treatment, the microbial treatment was not possible because it died immediately after the injection of raw wastewater. At this time, the iodine contained in the wastewater was about 2,000ppm, and the CODmn of the wastewater was introduced at 1,000ppm. Biological treatment efficiency was maintained at 70% under these conditions.

(실시예 3)(Example 3)

유입되는 폐수를 라인믹서에서 pH를 조절하고 pH가 조정된 상태에서 라인믹서 후단에 환원제를 투입하여 환원처리하고, 상기 환원처리된 요오드 폐수를 유량조정조에 저장하고, 이후 상기 환원처리된 요오드 폐수 중 부유성 물질을 제거하기 위해 가압부상조를 통하여 부유성 물질을 제거하고, 이후 상기 저장되어 환원처리된 요오드폐수를 활성탄여과기를 통과하여 요오드폐수의 잔류산화력을 제거하며, 이후 폭기조에 유입시켜 미생물에 의해 유기물을 처리하고, 이후 침전조에서 고액분리하며, 이후 상기 미생물 처리수를 방류수 수질기준에 맞도록 최종처리하였다.Inflow of wastewater is adjusted by adjusting the pH in the line mixer and reducing agent is added to the rear end of the line mixer in a state where the pH is adjusted, and the reduced iodine wastewater is stored in a flow adjusting tank and thereafter, in the reduced iodine wastewater. In order to remove the suspended solids, the suspended solids are removed through a pressurized floatation tank, and then the stored and reduced iodine waste water is passed through an activated carbon filter to remove residual oxidizing power of the iodine waste water, and then introduced into the aeration tank to the microorganisms. The organics were treated, then solid-liquid separated in the settling tank, and then the microbial treated water was finally treated to meet the effluent water quality standards.

또한 상기 침전조에서 고액분리된 상등액은 침전조 밖으로 배출되고, 고체슬러지 중 일부는 이송관을 통해 폭기조로 이송되는 반송슬러지로 이용되고, 나머지 잉여슬러지는 탈수기로 이송하도록 구성하여 실험을 진행했다. 환원처리시 pH는 8를 유지하였고 과산화수소 주입량은 0.1ppm에서 환원반응이 종료되었다. 환원처리하지 않고 미생물처리에 적용할 경우 원폐수 주입 직후 바로 폐사하여 미생물 처리가 불가능하였다. 이때 원폐수 중에 포함되어 있는 요오드는 약 2,000ppm 이었으며 원폐수의 CODmn은 1,000ppm으로 유입되었다. 생물학적 처리효율은 상기조건에서 80%를 유지하였다.In addition, the supernatant liquid separated from the settling tank is discharged out of the settling tank, some of the solid sludge is used as a conveying sludge transported to the aeration tank through the transfer pipe, the rest of the excess sludge was configured to be transferred to the dehydrator was carried out the experiment. During the reduction process, the pH was maintained at 8 and the hydrogen peroxide injection was completed at 0.1 ppm. When applied to microbial treatment without reducing treatment, the microbial treatment was not possible because it died immediately after the injection of raw wastewater. At this time, the iodine contained in the wastewater was about 2,000ppm, and the CODmn of the wastewater was introduced at 1,000ppm. Biological treatment efficiency was maintained at 80% under these conditions.

본 고안은 상술한 특정의 바람직한 실시 예에 한정되지 아니하며, 청구범위에서 청구하는 본 고안의 요지를 벗어남이 없이 당해 고안이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형실시가 가능한 것은 물론이고, 그 와 같은 변경은 청구범위 기재의 범위 내에 있게 된다. The present invention is not limited to the above-described specific preferred embodiments, and any person having ordinary skill in the art to which the present invention pertains may make various modifications without departing from the gist of the present invention claimed in the claims. Of course, such changes will fall within the scope of the claims.

상기와 같은 본 고안은 요오드가 고농도로 포함되어 있는 폐수를 활성슬러지방법을 이용하여 처리할 수 있다는 장점과, 요오드가 고농도로 포함되어 있을 경우에도 미생물 처리가 가능하므로 폐수처리량을 줄일 수 있다는 장점과, 처리비용 및 초기투자비가 대폭 감소하여 신설 또는 기존 처리공정의 경제성을 증대시킬 수 있다는 장점을 가진 유용한 고안으로 산업상 그 이용이 크게 기대되는 고안인 것이다.The present invention as described above has the advantage that can be treated by using the activated sludge method wastewater containing a high concentration of iodine, and microorganisms can be treated even when a high concentration of iodine can reduce the amount of wastewater treatment and It is a design that is expected to be used industrially as a useful design with the advantage that the processing cost and initial investment cost can be greatly reduced, thereby increasing the economics of new or existing treatment processes.

Claims (3)

요오드가 포함된 폐수를 활성슬러지법을 이용하여 처리하는 처리장치에 있어서,In the treatment apparatus for treating the wastewater containing iodine using the activated sludge method, 공급된 폐수의 pH조정과 환원반응이 일어나는 라인믹서와; A line mixer in which pH adjustment and a reduction reaction of the supplied waste water occur; 상기 라인믹서로부터 이송관을 통해 공급되는 요오드폐수의 농도를 균일하게 조정해 주는 유량조정조와; A flow rate adjustment tank for uniformly adjusting the concentration of iodine waste water supplied from the line mixer through the transfer pipe; 상기 유량조정조로부터 이송관을 통해 공급된 요오드폐수의 미생물처리가 일어나는 폭기조와; An aeration tank in which microbial treatment of iodine wastewater supplied from the flow rate adjustment tank through a transfer pipe occurs; 상기 폭기조로부터 이송관을 통해 공급된 미생물슬러지를 고액분리하는 침전조와; A settling tank for solid-liquid separation of the microbial sludge supplied through the transfer pipe from the aeration tank; 상기 침전조로부터 이송관을 통해 공급된 잉여슬러지를 탈수시켜 슬러지케익으로 처리하는 탈수기로 구성한 것을 특징으로 하는 요오드 폐수의 생물학적 처리장치.Biological treatment apparatus for iodine wastewater, characterized in that consisting of a dehydrator for dewatering the excess sludge supplied through the transfer pipe from the sedimentation tank to treat the sludge cake. 제 1항에 있어서,The method of claim 1, 상기 유량조정조 다음에 이송관을 통해 공급된 요오드폐수의 부유성물질을 제거하는 가압부상조를 더 포함하여 구성한 것을 특징으로 하는 요오드 폐수의 생물학적 처리장치.And a pressurized floatation tank for removing the floating substances of the iodine wastewater supplied through the transfer pipe next to the flow regulating tank. 제 2항에 있어서,The method of claim 2, 상기 가압부상조 다음에 이송관을 통해 공급된 요오드폐수의 산화력을 중화하기 위한 활성탄여과기를 더 포함하여 구성한 것을 특징으로 하는 요오드 폐수의 생물학적 처리장치.And a activated carbon filter for neutralizing the oxidative power of the iodine wastewater supplied through the feed pipe after the pressurization tank.
KR2020060005172U 2006-02-24 2006-02-24 Apparatus for Iodine wastewater treatment by activated sludge KR200418368Y1 (en)

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