KR20100002945U - Excess sludge decrement equipment of a wastewater treatment facility - Google Patents

Excess sludge decrement equipment of a wastewater treatment facility Download PDF

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KR20100002945U
KR20100002945U KR2020080012077U KR20080012077U KR20100002945U KR 20100002945 U KR20100002945 U KR 20100002945U KR 2020080012077 U KR2020080012077 U KR 2020080012077U KR 20080012077 U KR20080012077 U KR 20080012077U KR 20100002945 U KR20100002945 U KR 20100002945U
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sludge
tank
solubilizer
wastewater treatment
excess sludge
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KR200450243Y1 (en
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이정규
이현욱
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주식회사 윌텍
이정규
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    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F11/00Treatment of sludge; Devices therefor
    • C02F11/02Biological 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
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2303/00Specific treatment goals
    • C02F2303/06Sludge reduction, e.g. by lysis
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

Abstract

본 고안은 폐수처리시설의 잉여슬러지 감량설비에 관한 것으로, 특히 침사시설(110)·유량조정조(120)·생물반응조(130)·침전조(140)·소독방류조(150)와 함께 통상의 가용화장치(200)를 갖춘 폐수처리시설에 있어서, 상기 폐수처리시설에 마을하수처리장에서 수거한 잉여슬러지를 수용하는 저류조(10) 및 상기 저류된 슬러지를 농축하는 농축조(20)를 형성하되, 상기 폐수처리시설 자체의 생물반응조(130)에서 발생한 잉여슬러지와 함께 상기 마을하수처리장에서 수거한 잉여슬러지를 농축한 후, 마이크로스크린(30)을 이용하여 상기 농축된 슬러지에서 협작물을 제거한 다음 가용화장치(200)로 유입함으로써, 가용화장치(200)를 갖춘 대규모 생물학적 폐수처리시설에서 중소규모 마을하수처리장의 잉여슬러지를 함께 처리할 수 있을 뿐만 아니라, 대규모 폐수처리시설에 설치된 가용화장치(200)를 더욱 효율적으로 운용할 수 있는, 가용화장치를 갖춘 폐수처리시설에 있어서의 마을하수처리장에서 발생한 잉여슬러지 감량설비에 관한 것이다.The present invention relates to an excess sludge reduction facility of a wastewater treatment plant, and in particular, a general solubilization system with a sedimentation plant (110), a flow control tank (120), a bioreactor (130), a settling tank (140), and a disinfection tank (150). In the wastewater treatment facility equipped with the device 200, in the wastewater treatment facility to form a storage tank 10 for receiving excess sludge collected from the village sewage treatment plant and a concentration tank 20 for concentrating the stored sludge, After concentrating the excess sludge collected in the village sewage treatment plant together with the surplus sludge generated in the bioreactor 130 of the treatment facility itself, by using a micro screen 30 to remove the contaminants from the concentrated sludge and solubilizing device ( 200), the large-scale biological wastewater treatment facilities equipped with the solubilizer 200 can not only treat surplus sludge in small and medium-sized village sewage treatment plants, but also treat large-scale wastewater. Installing the town relates to the excess sludge reduction in sewage treatment plants occurred in the solubilization device 200 is installed on more efficient to operate a wastewater treatment facility with a solubilization device.

폐수, 하수, 오수, 수처리, 슬러지, 가용화 Wastewater, Sewage, Sewage, Water Treatment, Sludge, Solubilization

Description

가용화장치를 갖춘 폐수처리시설에 있어서의 마을하수처리장에서 발생한 잉여슬러지 감량설비{EXCESS SLUDGE DECREMENT EQUIPMENT OF A WASTEWATER TREATMENT FACILITY}EXCLUSION SLUDGE DECREMENT EQUIPMENT OF A WASTEWATER TREATMENT FACILITY}

본 고안은 생물학적 폐수처리시설에서 발생한 잉여슬러지의 감량설비에 관한 것으로, 특히 가용화장치를 갖춘 대도시의 대규모 폐수처리시설과 소도시의 마을하수처리장을 연계하여, 상기 마을하수처리장에서 발생한 잉여슬러지를 대규모 폐수처리시설에 설비된 가용화장치로 처리할 수 있도록 하는 구체적인 수단을 제공함으로써, 마을하수처리장에서 발생한 잉여슬러지를 감량할 수 있음은 물론이고, 가용화장치를 갖춘 폐수처리시설을 보다 효율적으로 운용할 수 있도록 하는, 가용화장치를 갖춘 폐수처리시설에 있어서의 마을하수처리장에서 발생한 잉여슬러지 감량설비에 관한 것이다.The present invention relates to a facility for reducing excess sludge generated from biological wastewater treatment facilities. In particular, the large sludge wastewater treatment facility in a large city equipped with an solubilization system and the village sewage treatment plant in a small city, the large sludge produced in the village sewage treatment plant By providing specific means to be treated by the solubilizer installed in the treatment facility, it is possible to reduce surplus sludge generated in the village sewage treatment plant and to operate the waste water treatment facility equipped with the solubilizer more efficiently. The present invention relates to an excess sludge reduction facility generated in a village sewage treatment plant in a wastewater treatment facility equipped with a solubilization device.

현재 하수 및 오폐수의 처리시설에는 생물학적 폐수처리시설이 널이 이용되고 있는바, 상기 생물학적 폐수처리시설의 일반적인 구성을 도 1을 참고하여 하기에서 살펴본다.Currently, the wastewater and wastewater treatment facilities have biological wastewater treatment facilities, which are used in the board. A general configuration of the biological wastewater treatment facilities will be described below with reference to FIG. 1.

일반적으로 생물학적 폐수처리시설은, 외부로부터 유입되는 폐수를 1차 물리적으로 처리하는 침사시설(110)과, 폐수 유입량의 변동에 적절히 대응할 수 있도록 하는 유량조정조(120)와, 유입된 폐수를 생물학적으로 정화하는 생물반응조(130)와, 상기 생물반응조(130)를 거친 폐수에서 슬러지를 침전시켜 정화된 폐수와 슬러지를 분리하는 침전조(140)와, 상기 슬러지가 제거된 폐수를 소독하여 방류하는 소독방류조(150) 및, 상기 침전조(140)에서 분리된 슬러지 중 생물반응조(130)에서 필요로 하는 반송슬러지 이외에 잉여슬러지를 탈수하여 외부로 반출하는 탈수장치(160)로 구성된다.In general, the biological wastewater treatment facility includes a sedimentation facility 110 for physically treating wastewater introduced from the outside, a flow adjustment tank 120 for properly coping with fluctuations in wastewater inflow, and biologically A bioreactor 130 for purification, a sedimentation tank 140 for separating sludge from the purified wastewater and sludge by sedimenting the sludge from the wastewater passing through the bioreactor 130, and a disinfection discharge for discharging and discharging the wastewater from which the sludge has been removed. The tank 150 and a dewatering device 160 for dewatering excess sludge and carrying it out to the outside in addition to the return sludge required by the bioreactor 130 among the sludge separated from the settling tank 140.

한편, 상기와 같은 일반적인 생물학적 폐수처리시설은 필연적으로 슬러지가 발생하는데, 앞서 살펴본 바와 같이 폐수의 처리과정에서 발생한 슬러지는 일부 생물반응조(130)로 반송하여 하수 유기물의 흡착 및 산화에 유효한 미생물원으로 공급하고, 나머지의 잉여슬러지는 상기 탈수장치(160)를 거쳐 케이크 형태로 외부로 반출하되 최종적으로는 해양투기, 퇴비화, 소각, 매립과 같은 방법으로 처리하는바, 그 대부분은 해양투기로 이루어진다.On the other hand, sludge is inevitably generated in the general biological wastewater treatment facilities. As described above, sludge generated during the treatment of wastewater is returned to some bioreactors 130 as a microbial source effective for adsorption and oxidation of sewage organic matter. After supplying the remaining excess sludge to the outside through the dehydration device 160 in the form of a cake, but finally treated by the method such as ocean dumping, composting, incineration, landfill, most of it consists of ocean dumping.

그러나 상기 해양투기의 경우 2012년 전면적으로 금지됨에 따라, 생물학적 폐수처리시설에서 발생한 슬러지의 처리방법과 함께 슬러지의 발생량을 최소화할 수 있는 기술개발을 필요로 하게 되었고, 그 결과 잉여슬러지를 감량할 수 있는 다 양한 형태의 가용화 기술이 국내외에서 실용화되고 있다.However, since the offshore dumping was completely banned in 2012, it was necessary to develop a technology for minimizing the amount of sludge generated along with the treatment method of sludge generated in a biological wastewater treatment facility, and as a result, it was possible to reduce excess sludge. Various types of solubilization techniques have been put to practical use at home and abroad.

상기 공지의 슬러지 가용화 기술에 대하여 좀 더 구체적으로 살펴보면, 가용화 기술은 일반적인 생물학적 폐수처리시설에서 발생한 슬러지의 80%이상이 유기물로 이루어져 있다는 것에서 착안하여, 상기 슬러지를 파괴하여 생물반응조(130)의 미생물의 먹이가 될 수 있도록 함으로써, 결과적으로 잉여슬러지를 물과 이산화탄소로 분해하는 기술로서, 상기 슬러지의 파괴 방법에는 기계적 파쇄, 가열, 동결, 해동, 압력 등을 이용한 물리적 처리와, 오존 등 산화제를 이용한 화학적 처리 및 호열미생물을 이용한 생물학적 처리가 있고, 이러한 처리방법을 개별적 또는 복합적으로 병행함으로써 슬러지를 파괴하여 가용화 하는 방법이 공지되어 있다.Looking at the known sludge solubilization technology in more detail, the solubilization technology is focused on the fact that more than 80% of the sludge generated in the general biological wastewater treatment facility consists of organic matter, destroying the sludge to microorganisms of the bioreactor 130 As a result, the excess sludge is decomposed into water and carbon dioxide, and the sludge destruction method includes mechanical crushing, heating, freezing, thawing, pressure, and physical treatment using an oxidizing agent such as ozone. There are chemical treatments and biological treatments using thermophilic microorganisms, and methods of destroying and solubilizing sludge by combining these treatment methods individually or in combination are known.

그리고 상기 슬러지 가용화 기술을 폐수처리시설에 적용할 수 있도록 하는 다양한 형태의 가용화장치 또한 공지된바, 이하 도 2를 참고하여 통상의 가용화장치를 갖춘 폐수처리시설의 개략적인 구성을 살펴보면, 통상의 침사시설(110)·유량조정조(120)·생물반응조(130)·침전조(140)·소독방류조(150)가 순차적으로 형성된 일반적인 생물학적 폐수처리시설에 있어서, 상기 침전조(140)에서 분리된 슬러지 중에서 반송슬러지 이외의 잉여슬러지를 유입하여 가용화 한 후 생물반응조(130)로 다시 유입하는 가용화장치(200)를 더 포함하는바, 상기 가용화장치(200)는 앞서 설명한 바와 같이 다양한 형태가 공지되어 있는데, 그 세부구성에 관계없이 슬러지를 파괴하여 생물반응조(130)에서 필요로 하는 탄소원이나 미생물의 먹이 가 될 수 있도록 한다.In addition, various types of solubilization apparatuses for applying the sludge solubilization technology to a wastewater treatment facility are also known. Hereinafter, referring to FIG. 2, a schematic configuration of a wastewater treatment facility equipped with a conventional solubilization device may be used. In the general biological wastewater treatment facility in which the facility 110, the flow adjustment tank 120, the bioreactor 130, the sedimentation tank 140, and the disinfection discharge tank 150 are sequentially formed, the sludge separated from the sedimentation tank 140 is included. The solubilizer 200 further includes a solubilizer 200 which flows into the bioreactor 130 after solubilizing the excess sludge other than the carrier sludge, and the solubilizer 200 is known in various forms as described above. Regardless of its detailed configuration, the sludge is destroyed to be a carbon source or microorganism food required by the bioreactor 130.

그러나 상기와 같은 가용화장치(200)를 갖춘 폐수처리시설의 경우, 가용화장치(200)의 설치 및 운영에 상당한 비용을 소요함에 따라, 대도시의 대규모 생물학적 폐수처리시설에 주로 적용되었을 뿐, 여타 소도시의 마을하수처리장과 같이 50~100톤/일 규모의 중소규모 생물학적 폐수처리시설에서는 현실적으로 그 설치가 어렵고, 이러한 이유로 인하여 슬러지를 감량할 수 있는 가용화장치가 이미 개발되었음에도 불구하고 마을하수처리장에서 발생한 잉여슬러지의 대부분이 해양투기 등과 같은 방법으로 처리되는 문제점이 있었다.However, in the case of the wastewater treatment facility equipped with the solubilization device 200 as described above, the installation and operation of the solubilization device 200 requires a considerable cost, and thus is mainly applied to a large-scale biological wastewater treatment facility in a large city. In small and medium sized biological wastewater treatment facilities of 50 ~ 100 tons / day, such as village sewage treatment plants, it is difficult to install them, and for this reason, surplus sludge generated in village sewage treatment plants has been developed even though solubilizers have been developed to reduce sludge. Most of the problems have been dealt with in the same way as ocean dumping.

본 고안은 위와 같은 문제점을 해결하기 위한 것으로, 가용화장치를 갖춘 대도시의 대규모 생물학적 폐수처리장과 소도시의 마을하수처리장을 연계하여, 마을하수처리장에서 발생한 잉여슬러지를 기설치된 가용화장치로 처리할 수 있도록 함으로써, 마을하수처리장의 잉여슬러지를 감량할 수 있음과 아울러 대규모 생물학적 폐수처리시설에 설치된 가용화장치를 더욱 효율적으로 운용하는 것을 목적으로 하는바, 가용화설비를 갖춘 폐수처리시설에 마을하수처리장에서 수거한 잉여슬러지를 저류 및 농축한 후, 농축된 슬러지에서 협잡물을 제거한 다음 가용화장치에 선택적으로 유입할 수 있도록 하는 잉여슬러지 감량설비를 구성한다.The present invention is to solve the above problems, by linking a large biological wastewater treatment plant in a large city with a solubilization device and a village sewage treatment plant in a small city, so that the excess sludge generated in the village sewage treatment plant can be treated with an installed solubilizer. In addition, it is possible to reduce surplus sludge in village sewage treatment plants, and to operate solubilizers installed in large-scale biological wastewater treatment facilities more efficiently.The surplus collected from village sewage treatment plants in solubilization facilities After the sludge has been stored and concentrated, excess sludge reduction equipment is constructed to remove contaminants from the concentrated sludge and to selectively enter the solubilizer.

상기와 같은 목적을 달성하기 위한 본 고안의 구성은, 통상의 침사시설·유량조정조·생물반응조·침전조·소독방류조를 순차적으로 형성하되, 상기 침전조에서 분리된 슬러지 중 생물반응조로 직접 유입되는 반송슬러지 이외의 잉여슬러지를 유입하여 생물반응조에 필요한 탄소원 및 미생물의 먹이가 될 수 있도록 상기 잉여슬러지를 파괴하여 생물반응조로 유입하는 통상의 가용화장치를 갖춘 폐수처리시설에 있어서, 중소규모의 마을하수처리장에서 수거한 잉여슬러지를 유입하여 저장하는 저류조를 형성하고, 상기 저류조로부터 공급되는 슬러지를 농축하는 농축조를 형성하되 상기 침전조에서 가용화장치로 유입되는 잉여슬러지가 상기 농축조를 거 쳐 가용화장치로 유입되도록 하며, 상기 농축조에서 가용화장치로 연결된 슬러지가용화라인에는 마이크로스크린을 설치하여 협잡물을 제거할 수 있도록 하는 한편, 상기 농축조에 탈수장치유입라인을 더 형성하여 농축된 슬러지를 통상의 탈수장치로 유입할 수 있도록 함으로써, 농축조의 슬러지를 가용화장치 또는 탈수장치에 선택적으로 유입할 수 있도록 한, 가용화장치를 갖춘 폐수처리시설에 있어서의 마을하수처리장에서 발생한 잉여슬러지 감량설비에 그 특징이 있다.Constitution of the present invention for achieving the above object, the formation of a conventional sedimentation facility, flow adjustment tank, bioreaction tank, sedimentation tank, disinfection tank in order to return, the sludge separated from the sedimentation tank directly introduced into the bioreactor A small and medium-sized village sewage treatment plant in a wastewater treatment facility equipped with a conventional solubilization device that destroys the surplus sludge and introduces it into the bioreactor so that surplus sludge can be introduced to feed the carbon source and microorganisms necessary for the bioreactor. Form a storage tank for entering and storing the excess sludge collected in the storage, and to form a concentration tank for condensing the sludge supplied from the storage tank, the surplus sludge flowing from the sedimentation tank to the solubilizer is introduced to the solubilizing device through the concentration tank. In the sludge solubilization line connected to the solubilizer in the concentration tank By installing a micro screen to remove impurities, while forming a dewatering device inlet line in the thickening tank to allow the introduced sludge into the normal dewatering device, the sludge of the thickening tank to the solubilizer or dewatering device It is characterized by a surplus sludge reduction facility generated in a village sewage treatment plant in a wastewater treatment plant equipped with a solubilization device that can be selectively introduced.

상기와 같은 본 고안에 의하면, 소도시의 마을하수처리장에서 발생한 잉여슬러지를 가용화장치가 구비된 대규모 폐수처리시설과 연계하여 처리할 수 있음으로써, 결과적으로 마을하수처리장에서 발생한 잉여슬러지를 감량할 수 있음과 아울러 마을하수처리장에 고가의 가용화장치를 설비하지 않아도 되므로 그에 따른 설비 및 운영비를 절감할 수 있으며, 가용화장치를 갖춘 대규모 폐수처리시설의 입장에서는 기존 설비를 적극 활용하게 됨으로써 효율적인 운용이 가능하다.According to the present invention as described above, it is possible to reduce the excess sludge generated in the village sewage treatment plant by treating the excess sludge generated in the village sewage treatment plant of a small town in connection with a large-scale wastewater treatment facility equipped with a solubilization device. In addition, it is not necessary to install expensive solubilizer in the village sewage treatment plant, thereby reducing the equipment and operation cost. Also, in the case of large-scale wastewater treatment facilities equipped with solubilizer, it is possible to efficiently operate existing facilities.

이하 본 고안의 바람직한 일 실시예에 따른 구성을 도 3을 참조하여 상세히 살펴보되, 도 1 및 도 2와 동일한 구성은 설명의 중복을 피하고자 동일 부호로 나타낸다.Hereinafter, a configuration according to an exemplary embodiment of the present invention will be described in detail with reference to FIG. 3, and the same configuration as those in FIGS. 1 and 2 is denoted by the same reference numerals to avoid duplication of description.

본 고안에 따른 가용화장치를 갖춘 폐수처리시설에 있어서의 마을하수처리장에서 발생한 잉여슬러지 감량설비(이하 '잉여슬러지 감량설비'라 약칭함)는, 통상의 생물학적 폐수처리시설에 설비되는 구성으로서, 침사시설(110) 및 유량조정조(120)와, 상기 유량조정조(120)로부터 일정량의 폐수를 유입하여 생물학적으로 정화하는 생물반응조(130)와, 상기 생물반응조(130)를 거친 폐수에서 슬러지를 분리하여 정화된 폐수만을 소독방류조(150)로 유입하여 방류하는 침전조(140)를 포함한다.The excess sludge reduction facility (hereinafter abbreviated as 'excess sludge reduction facility') generated in a village sewage treatment plant in a wastewater treatment plant equipped with a solubilization device according to the present invention is a structure installed in a conventional biological wastewater treatment plant, Separation of sludge from the facility 110 and the flow adjustment tank 120, the bioreactor 130 for biologically purifying by introducing a certain amount of wastewater from the flow adjustment tank 120, and the wastewater passed through the bioreactor 130 Only the purified waste water flows into the disinfection discharge tank 150 and includes a settling tank 140 to discharge.

그리고 본 고안은 상기 침전조(140)에서 분리된 슬러지 중 생물반응조(130)에서 필요로 하는 반송슬러지 이외의 잉여슬러지를 유입하여 상기 생물반응조(130)에서 필요로 하는 탄소원이나 미생물의 먹이가 될 수 있도록 상기 잉여슬러지를 파괴하여 생물반응조(130)로 유입하는 통상의 가용화장치(200)를 구비한다.And the present invention can be a feed source of the carbon source or microorganisms required in the bioreactor 130 by introducing surplus sludge other than the return sludge required in the bioreactor 130 of the sludge separated from the sedimentation tank 140. It is provided with a conventional solubilization device 200 to break the excess sludge to flow into the bioreactor 130.

본 고안은 상기와 같은 통상의 가용화장치를 갖춘 폐수처리시설에 있어서, 다른 마을하수처리장에서 수거한 잉여슬러지를 수용하는 외부슬러지 저류조(10)와, 상기 저류조(10)로부터 슬러지를 유입하여 농축하는 농축조(20)를 더 형성하되, 상기 침전조(140)에서 가용화장치(200)로 유입되는 잉여슬러지 또한 상기 농축조(20)를 거쳐 농축한 다음 가용화장치(200)로 유입되도록 함으로써, 폐수처리시설 자체에서 발생한 잉여슬러지와 함께 외부에서 유입한 잉여슬러지를 모두 농축하여, 상기 가용화장치(200)로 유입되는 슬러지의 부피를 최소화함에 따라 보다 효율적으로 가용화장치(200)를 운영할 수 있도록 한다.The present invention is a wastewater treatment facility equipped with a conventional solubilizing device, the external sludge storage tank (10) for accommodating excess sludge collected in another village sewage treatment plant, and the sludge from the storage tank (10) to concentrate By further forming a thickening tank 20, the excess sludge flowing into the solubilizer 200 from the settling tank 140 is also concentrated through the thickening tank 20 and then introduced into the solubilizer 200, wastewater treatment facility itself By concentrating all the excess sludge introduced from the outside with the excess sludge generated in the, it is possible to operate the solubilizer 200 more efficiently by minimizing the volume of the sludge flowing into the solubilizer 200.

그리고 농축조(20)에서 가용화장치(200)로 농축 슬러지를 공급하는 슬러지가용화라인(21)에는 마이크로스크린(30)을 형성하는바, 가용화장치(200)로 유입되는 농축 슬러지에서 모래와 같이 가용화 될 수 없는 기타 협잡물을 제거함으로써 가용화장치(200)를 효과적으로 운영할 수 있도록 하고, 상기 마이크로스크린(30)에서 걸러진 협잡물은 통상의 탈수장치(40)로 유입하여 외부로 반출할 수 있도록 한다.And the sludge solubilization line 21 for supplying the concentrated sludge from the concentration tank 20 to the solubilizer 200 to form a micro screen 30, so as to be solubilized like sand in the concentrated sludge introduced into the solubilizer 200. The solubilizer 200 can be effectively operated by removing other impurities that can not be obtained, and the contaminants filtered by the microscreen 30 can be introduced into the normal dehydration apparatus 40 and taken out to the outside.

또한, 상기 농축조(20)에는 탈수장치유입라인(22)을 더 형성하여 농축된 슬러지를 통상의 탈수장치(40)로 유입할 수 있도록 하는바, 상기 농축조(20)의 슬러지를 가용화장치(200) 또는 탈수장치(40)에 선택적으로 유입할 수 있도록 함으로써, 가용화장치(200)에서 처리할 수 있는 슬러지의 양보다 많은 양의 슬러지가 농축조(20)에 과잉 축적되거나, 혹은 생물반응조(130)에서 필요로 하는 탄소원이나 미생물의 먹이가 충분할 경우에 상기 탈수장치(40)로 농축된 잉여슬러지를 유입하여 처리할 수 있도록 한다.In addition, the thickening tank 20 to further form a dewatering device inlet line 22 so that the concentrated sludge can be introduced into the conventional dewatering device 40, the sludge of the thickening tank 20 solubilizing device 200 Alternatively, by allowing the selective flow into the dehydration device 40, the sludge in excess of the amount of sludge that can be treated in the solubilizer 200 is accumulated in the concentration tank 20, or the bioreactor 130 When the carbon source or microorganisms required by the feed is sufficient, the dewatering device 40 can be processed by introducing the concentrated excess sludge.

그리고 상기 탈수장치(40)로 보내어진 슬러지 및 마이크로스크린(30)의 협잡물은 케이크 형태로 반출되어 통상의 퇴비화시설이나 소각시설 또는 혐기성소화시설에서 후처리 하는바, 본 고안에 따른 잉여슬러지 감량설비에 따르면 과잉 축적된 농축 슬러지만을 탈수장치(40)로 유입함에 따라 외부로 반출되는 슬러지의 양을 최 소화할 수 있다.And the sludges sent to the dewatering device 40 and the contaminants of the micro screen 30 are carried out in the form of a cake and post-treated in a conventional composting or incineration or anaerobic digestion, bar excess sludge reduction equipment according to the present invention According to according to the excessively accumulated concentrated sludge only inflow into the dewatering device 40 can minimize the amount of sludge carried out to the outside.

한편, 상기 가용화장치(200)는 파쇄, 가열, 압력을 이용한 물리적 장치나, HCl, 오존 등 산화제를 이용한 화학적 장치 또는 호열미생물 등을 이용한 생물학적 장치 등, 공지의 가용화장치를 사용하되, 마을하수처리장에서 수거되는 슬러지의 특성을 파악하여 가장 적절한 형태의 가용화장치를 선택함이 바람직하다.On the other hand, the solubilizer 200 is a physical device using crushing, heating, pressure, using a known solubilizer, such as a chemical device using an oxidizing agent such as HCl, ozone, or a biological device using a thermophilic microorganism, such as village sewage treatment plant It is desirable to select the most suitable type of solubilizer by understanding the characteristics of the sludge collected from the.

또한, 본 고안은 저류조(10)와 농축조(20) 및 마이크로스크린(30)의 세부 구성에 한정되지 않는바, 상기 저류조와 농축조 및 마이크로스크린의 개별적인 구성은 수처리 분야에서 공지된 구성을 사용할 수 있을 것이다.In addition, the present invention is not limited to the detailed configuration of the storage tank 10, the concentration tank 20 and the microscreen 30, the individual configuration of the storage tank, the concentration tank and the microscreen can be used in the field known in the water treatment field will be.

상기한 바와 같이 구성한 본 고안의 따른 잉여슬러지 감량설비의 작용을 살펴보면, 생물반응조(130)에서 발생한 잉여슬러지를 가용화장치(200)로 파괴하여 가용화 함에 있어, 마을하수처리장에서 발생한 외부의 잉여슬러지를 함께 농축하여 협잡물을 제거한 후 가용화 함으로써, 마을하수처리장에서 발생한 잉여슬러지를 감량할 수 있을 뿐만 아니라, 가용화장치를 갖춘 폐수처리시설의 설비를 최대한 적극 활용하여 효과적으로 운용할 수 있다.Looking at the action of the excess sludge reduction equipment according to the present invention configured as described above, in the solubilization of the excess sludge generated in the bioreactor 130 by the solubilizer 200, the external excess sludge generated in the village sewage treatment plant By concentrating together to remove the contaminants and solubilizing, not only can you reduce the excess sludge generated in the village sewage treatment plant, but also make effective use of the facilities of the waste water treatment facility equipped with solubilization equipment.

도 1은 일반적인 생물학적 폐수처리시설의 구성을 나타내는 계통도1 is a system diagram showing the configuration of a general biological wastewater treatment facility

도 2는 종래 가용화설비를 갖춘 폐수처리시설의 구성을 나타내는 계통도2 is a system diagram showing the configuration of a wastewater treatment facility equipped with a conventional solubilization facility.

도 3은 본 고안의 구성을 나타내는 계통도3 is a system diagram showing a configuration of the present invention

*** 도면의 주요 부분에 대한 부호의 설명 ****** Explanation of symbols for the main parts of the drawing ***

10: 저류조 20: 농축조10: storage tank 20: concentration tank

21: 슬러지가용화라인 22: 탈수장치유입라인21: sludge solubilization line 22: dewatering device inlet line

30: 마이크로스크린 40: 탈수장치30: micro screen 40: dehydrator

110: 침사시설 120: 유량조정조110: sedimentation facility 120: flow rate adjustment tank

130: 생물반응조 140: 침전조130: bioreactor 140: sedimentation tank

150: 소독방류조 160: 탈수장치150: disinfection discharge tank 160: dewatering device

200: 가용화장치200: solubilizer

Claims (1)

통상의 침사시설(110)·유량조정조(120)·생물반응조(130)·침전조(140)·소독방류조(150)를 순차적으로 형성하되, 상기 침전조(140)에서 분리된 슬러지 중 생물반응조(130)로 직접 유입되는 반송슬러지 이외의 잉여슬러지를 유입하여 생물반응조(130)에 필요한 탄소원 및 미생물의 먹이가 될 수 있도록 상기 잉여슬러지를 파괴하여 생물반응조(130)로 유입하는 통상의 가용화장치(200)를 갖춘 폐수처리시설에 있어서;Conventional sedimentation facility 110, flow adjustment tank 120, bioreaction tank 130, sedimentation tank 140, disinfection discharge tank 150 is formed sequentially, the bioreactor of the sludge separated from the sedimentation tank 140 ( Conventional solubilizing device for breaking the excess sludge into the bioreactor 130 so as to feed the surplus sludge other than the return sludge that is directly introduced into the 130 to be the carbon source and microorganisms required for the bioreactor 130 ( In a wastewater treatment plant having 200); 중소규모의 마을하수처리장에서 수거한 잉여슬러지를 유입하여 저장하는 저류조(10)를 형성하고, 상기 저류조(10)로부터 공급되는 슬러지를 농축하는 농축조(20)를 형성하되, 상기 침전조(140)에서 가용화장치(200)로 유입되는 잉여슬러지가 상기 농축조(20)를 거쳐 가용화장치(200)로 유입되도록 하며, 상기 농축조(20)에서 가용화장치(200)로 연결된 슬러지가용화라인(21)에는 마이크로스크린(30)을 설치하여 협잡물을 제거할 수 있도록 하는 한편, 상기 농축조(20)에 탈수장치유입라인(22)을 더 형성하여 농축된 슬러지를 통상의 탈수장치(40)로 유입할 수 있도록 함으로써, 농축조(20)의 잉여슬러지를 가용화장치(200) 또는 탈수장치(40)에 선택적으로 유입할 수 있도록 것을 특징으로 하는 가용화장치를 갖춘 폐수처리시설에 있어서의 마을하수처리장에서 발생한 잉여슬러지 감량설비.Forming a storage tank 10 for introducing and storing the excess sludge collected in the small and medium town sewage treatment plant, and forms a concentration tank 20 for concentrating the sludge supplied from the storage tank 10, in the settling tank 140 The excess sludge flowing into the solubilizer 200 is introduced into the solubilizer 200 through the thickening tank 20, and the sludge solubilization line 21 connected to the solubilizer 200 in the thickening tank 20 is a micro screen. By installing the 30 to remove the contaminants, by further forming a dewatering device inlet line 22 in the concentration tank 20 to allow the concentrated sludge to flow into the conventional dewatering device 40, Excess sludge generated in the village sewage treatment plant in a wastewater treatment facility equipped with a solubilizer, characterized in that the excess sludge of the concentration tank 20 can be selectively introduced into the solubilizer 200 or the dewatering device 40. Sludge reduction equipment.
KR20080012077U 2008-09-04 2008-09-04 Excess sludge decrement equipment of a wastewater treatment facility KR200450243Y1 (en)

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KR101366605B1 (en) * 2012-10-26 2014-03-13 블루그린링크(주) Sludge exhaust device
KR20180056191A (en) * 2016-11-18 2018-05-28 선일환경에너지 주식회사 Hybrid wastewater and sludge reduction treatment system
KR102607197B1 (en) * 2022-11-01 2023-11-30 주식회사 티엔티 High-concentration landfill leachate, livestock wastewater, manure, food wastewater, industrial wastewater and low-concentration wastewater treatment system using an upflow complex bioreactor

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KR101418921B1 (en) * 2014-02-03 2014-07-11 주식회사 에코젠 Process and equipment of excess sludge reduction
KR102431186B1 (en) 2021-12-08 2022-08-10 서울특별시 System for treating sewage using excess sludge produced from processes for biological treatment of sewage or waste water

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AU717474B2 (en) * 1996-09-03 2000-03-30 Nate International Modular filtration system
KR100644758B1 (en) * 2005-03-30 2006-11-14 (주) 테크윈 Destruction process of excess activated sludge comes from sewage, waste water treatment and equipment thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101366605B1 (en) * 2012-10-26 2014-03-13 블루그린링크(주) Sludge exhaust device
KR20180056191A (en) * 2016-11-18 2018-05-28 선일환경에너지 주식회사 Hybrid wastewater and sludge reduction treatment system
KR102607197B1 (en) * 2022-11-01 2023-11-30 주식회사 티엔티 High-concentration landfill leachate, livestock wastewater, manure, food wastewater, industrial wastewater and low-concentration wastewater treatment system using an upflow complex bioreactor

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