KR101137000B1 - Phosphorous eliminating apparatus for wastewater treatment facility - Google Patents

Phosphorous eliminating apparatus for wastewater treatment facility Download PDF

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KR101137000B1
KR101137000B1 KR1020110138613A KR20110138613A KR101137000B1 KR 101137000 B1 KR101137000 B1 KR 101137000B1 KR 1020110138613 A KR1020110138613 A KR 1020110138613A KR 20110138613 A KR20110138613 A KR 20110138613A KR 101137000 B1 KR101137000 B1 KR 101137000B1
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South Korea
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cylinder
flow path
wastewater
passage
upward flow
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KR1020110138613A
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Korean (ko)
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안종철
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안종철
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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
    • C02F1/28—Treatment of water, waste water, or sewage by sorption
    • C02F1/283—Treatment of water, waste water, or sewage by sorption using coal, charred products, or inorganic mixtures containing them
    • 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
    • C02F1/58—Treatment of water, waste water, or sewage by removing specified dissolved compounds
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00—Nature of the contaminant
    • C02F2101/10—Inorganic compounds
    • C02F2101/105—Phosphorus compounds
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00—Apparatus for treatment of water, waste water or sewage
    • C02F2201/002—Construction details of the apparatus

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  • 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)
  • Water Treatment By Sorption (AREA)

Abstract

PURPOSE: An apparatus for eliminating phosphorus in a sewage and wastewater treating facility is provided to improve filtering and absorbing efficiency and to reduce the discharging amount of carbon. CONSTITUTION: An apparatus for eliminating phosphorus in a sewage and wastewater treating facility includes a treating water introducing pipe(11), a draining water discharging pipe(12), and a sludge discharging pipe(13). A cone-shaped body(21), an inner container(23), an intermediate container(25) are arranged in a main body(20). Sewage and wastewater are successively stirred through a first upward flow path(20a), a downward flow path(20b), and a second upward flow path. The inner container forms the first upward flow path, and the intermediate container forms a second upward flow path. A slanted plate(45) and activated carbon(42) are arranged at the intermediate container.

Description

하폐수 처리시설의 인제거 장치{Phosphorous eliminating apparatus for wastewater treatment facility}Phosphorous eliminating apparatus for wastewater treatment facility

본 발명은 하폐수 처리시설의 인제거 장치에 관한 것으로서, 보다 구체적으로는 교반에 따른 기구적 구성과 동력소모를 축소하여 유지관리비를 절감하고 탄소배출량 저감에 기여하면서 여과 및 흡착효율을 증진하는 하폐수 처리시설의 인제거 장치에 관한 것이다.The present invention relates to a phosphorus removal apparatus of a sewage treatment plant, and more particularly, to reduce the mechanical configuration and power consumption caused by agitation, thereby reducing maintenance costs and contributing to the reduction of carbon emissions while improving the filtration and adsorption efficiency. It relates to a phosphorus removal device of a facility.

일반적으로 마을하수도, 공장폐수처리시설(500㎥/day 이하)과 같은 소형 하ㆍ폐수처리시설에서 1차 처리된 처리수 중에 용존되어 있는 인을 제거하기 위한 별도의 장치가 설치된다. 특히, 국내 하천과 호수의 부영양화 방지를 위해서는 국내 자연수계의 실정에 적합한 인 제거 기술의 적용이 절실하다. 이와 관련하여 한국 등록특허공보 제1017055호의 "하, 폐수의 인처리 시스템", 한국 공개특허공보 제1999-007529호의 "하수의 질소,인 제거장치" 등의 선행특허가 알려져 있다.In general, a separate device for removing phosphorus dissolved in primary treated water in small sewage and wastewater treatment facilities such as village sewerage and factory wastewater treatment facilities (500 m 3 / day or less) is installed. In particular, in order to prevent eutrophication of domestic rivers and lakes, the application of phosphorus removal technology suitable for domestic natural water systems is urgently needed. In this regard, prior patents such as "Phase treatment system of wastewater and wastewater" of Korean Patent Publication No. 1017055 and "Nitrogen and phosphorus removal apparatus of sewage" of Korean Patent Publication No. 1999-007529 are known.

한국 등록특허공보 제1017055호는 반응조; 응집조; 상향류식 사여과기; 반류수 응집조; 농축청정수 및 슬러지 배출부를 포함하여 구성되는 하, 폐수의 인처리 시스템에 있어서, 상기 상향류식 사여과기는 응집조를 거친 하, 폐수가 유입되어 모래의 입자들에 의해 유해성분이 필터링 되는 곳으로서, 그 내부에 강에서 채취한 0.8㎜~1.2㎜ 입자크기의 모래로 여과층이 형성되고, 상기 여과층은 상향류식 사여과기 내부 부피에 대해 32% 이상 형성되는 구성을 제안한다. 이에 따라, 하, 폐수에 유입되어 있는 질소 및 인 등을 제거하여 물의 재활용을 보다 효과적으로 할 수 있는 효과가 있으며, 기존의 침전조와 여과기를 거치는 공정보다 비교적 간단하여 제조비 절감 및 처리를 단순화할 수 있는 효과를 기대한다.Korean Patent Publication No. 1017055 is a reactor; Flocculation tank; Upflow filter; Effluent coagulation tank; In the wastewater phosphorus treatment system comprising a concentrated clean water and a sludge discharge portion, the upflow filter is a place where wastewater is introduced through the coagulation tank and the wastewater is filtered by the particles of sand. A filter layer is formed of sand having a particle size of 0.8 mm to 1.2 mm collected in the steel, and the filter layer is formed to be formed at least 32% of the volume of the upflow filter. Accordingly, it is effective to recycle water more efficiently by removing nitrogen and phosphorus introduced into the wastewater and wastewater, and it is relatively simpler than the process through the existing sedimentation tank and filter, which can reduce the manufacturing cost and simplify the treatment. Expect the effect.

한국 공개특허공보 제1999-007529호는 상호 인접하게 배치되고 하측부가 연통된 좌,우측통체와, 상기 좌측통체에 구획판이 설치되어 유입하수가 유입되고 질산화실을 통과한 하수의 일부가 유입되는 탈질실과, 상기 좌측통체의 구획판 하측에 형성되고 산기관이 설치된 질산화실과, 상기 구획판의 중앙에 질산화실과 연통되어 상측으로 연장된 상승관과, 상기 우측통체의 상측에서 하방으로 연장되어 상기의 상승관 및 탈질실을 거친 하수가 유입되는 유도관체와, 상기 우측통체의 유도관체 하측에 형성되어 유도관체를 통과한 하수가 질산화실로 순환되는 순환실과, 상기 우측통체의 측벽과 유도관체 사이에 형성되어 슬러지가 침강 분리되고 상등수가 외부로 배출되는 침전실로 구성된다. 이에 따라, 하수의 정화 효율이 향상되며, 하수정화처리장치의 시설비용 및 유지비용도 절감되는 효과를 기대한다.Korean Patent Laid-Open Publication No. 1999-007529 is a denitrification in which left and right cylinders disposed adjacent to each other and communicating with a lower part are installed, and partition plates are installed in the left cylinder to introduce inflow sewage and a portion of the sewage flowing through the nitrification chamber. A chamber, a nitric oxide chamber formed below the partition plate of the left cylinder and provided with an diffuser, a rising tube communicating with the nitrification chamber in the center of the partition plate and extending upward, and extending upward from the upper side of the right cylinder; It is formed between the induction pipe into which the sewage through the pipe and the denitrification chamber flows, the circulation chamber formed below the induction pipe of the right cylinder, and the sewage passing through the induction pipe to the nitric oxide chamber, and the side wall and the induction pipe of the right cylinder. It consists of sedimentation chamber where sludge is sedimented and sewage is discharged to the outside. Accordingly, the purification efficiency of the sewage is improved, and the facility cost and maintenance cost of the sewage purification apparatus are also expected to be reduced.

그러나 상기한 선행특허에 의하면 처리 프로세서의 상당 부분에서 교반체 또는 교반수단에 의존하므로 구조적으로 복잡화될뿐더러 이에 따라 동력소모의 증대가 수반되기 때문에 제반 비용이 증가하여 경제적 부담을 초래하면서 결과적으로 친환경성을 반감하는 단점을 보인다.However, according to the above patent, since a considerable part of the processing processor depends on the stirring body or the stirring means, it is not only structurally complicated but also increases the power consumption, resulting in an increase in the overall cost, resulting in an economic burden, and consequently environmental friendliness. Seems to antagonize.

상기와 같은 종래의 문제점들을 개선하기 위한 본 발명의 목적은, 교반에 따른 기구적 구성과 동력소모를 축소하여 유지관리비를 절감하고 탄소배출량 저감에 기여하면서 여과 및 흡착효율을 증진하는 하폐수 처리시설의 인제거 장치를 제공하는 데 있다.An object of the present invention for improving the conventional problems as described above, to reduce the mechanical configuration and power consumption according to the stirring to reduce the maintenance cost and contribute to the reduction of carbon emissions while improving the filtration and adsorption efficiency of the wastewater treatment facility It is to provide a phosphorus removal device.

상기 목적을 달성하기 위하여, 본 발명은 처리수유입관, 방류수유출관, 슬러지배출관을 구비하여 하폐수를 정화하는 장치에 있어서: 본체 내부에 원추통, 내통, 중간통을 구비하여 1차상향유로, 하향유로, 2차상향유로의 순서로 하폐수의 교반을 수행하되, 상기 원추통의 상측으로 내통을 구비하여 1차상향유로를 형성하고, 내통의 외측으로 중간통을 구비하여 하향유로와 2차상향유로를 형성하여 무동력으로 교반하는 것을 특징으로 한다.In order to achieve the above object, the present invention provides a treatment water inlet pipe, discharge water discharge pipe, sludge discharge pipe in the apparatus for purifying wastewater: a primary upward flow path, having a conical cylinder, an inner cylinder, an intermediate cylinder inside the body; The waste water is agitated in the order of the flow path and the secondary upward flow passage, but the inner cylinder is formed above the conical cylinder to form a primary upward flow passage, and the intermediate cylinder is provided to the outside of the inner cylinder to form a downward flow passage and a secondary upward flow passage. It is characterized in that the stirring to form a non-power.

또, 본 발명에 따르면 상기 본체는 처리수유입관에 라인믹서를 개재하여 연결되는 것을 특징으로 한다.In addition, according to the present invention is characterized in that the main body is connected to the treated water inlet pipe via a line mixer.

또, 본 발명에 따르면 상기 본체는 원추통의 하측으로 원심혼화유로를 유도하기 위한 원심혼화조를 형성하는 것을 특징으로 한다.In addition, according to the present invention, the main body is characterized by forming a centrifugal mixing tank for inducing a centrifugal mixing flow path to the lower side of the cone.

또, 본 발명에 따르면 상기 내통은 지그재그로 1차상향유로를 형성하기 위한 격판을 구비하는 것을 특징으로 한다.Further, according to the present invention, the inner cylinder is provided with a diaphragm for forming a primary upward flow path in zigzag.

또, 본 발명에 따르면 상기 중간통은 외면상에 2차상향유로의 사선 유동을 유도하기 위한 경사판과, 경사판의 상측으로 흡착성을 증대하기 위한 활성탄을 구비하는 것을 특징으로 한다.In addition, according to the present invention, the intermediate cylinder is characterized in that it comprises an inclined plate for inducing oblique flow of the secondary upward flow path on the outer surface, and activated carbon for increasing the adsorptivity above the inclined plate.

이상과 같이 본 발명에 의하면, 교반에 따른 기구적 구성과 동력소모를 축소하여 유지관리비를 절감하고 탄소배출량 저감에 기여하면서 여과 및 흡착효율을 증진하는 효과가 있다.As described above, according to the present invention, it is possible to reduce the mechanical configuration and power consumption due to agitation, thereby reducing maintenance costs and contributing to the reduction of carbon emissions while improving filtration and adsorption efficiency.

도 1은 본 발명에 따른 인제거 장치의 요부를 나타내는 정면 구성도
도 2는 본 발명에 따른 인제거 장치의 요부를 나타내는 평면 구성도1 is a front configuration diagram showing the main portion of the phosphorus removing apparatus according to the present invention
Figure 2 is a plan view showing the main portion of the phosphorus removing apparatus according to the present invention

이하, 첨부된 도면에 의거하여 본 발명의 실시예를 상세하게 설명하면 다음과 같다.Hereinafter, exemplary embodiments of the present invention will be described in detail with reference to the accompanying drawings.

본 발명은 처리수유입관(11), 방류수유출관(12), 슬러지배출관(13)을 구비하여 하폐수를 정화하는 장치에 관련된다. 좀 더 구체적으로 1차 처리를 거쳐 처리수유입관(11)으로 유입된 하폐수에서 인을 제거하여 방류수유출관(12)으로 보내면서 슬러지배출관(13)으로 슬러지를 배출하는 인제거 장치에 관련된다. 처리수유입관(11) 상에는 알루미늄염투입관(14)과 수산화나트륨투입관(15)을 구비하고, 인제거를 위하여 후술하는 본체(20) 상에 폴리머투입관(16)을 구비한다. 상기한 하폐수의 1차 처리는 침사, 폭기 등의 공정을 의미하지만 반드시 이에 한정되는 것은 아니며, 본 발명이 인 제거를 요지로 하지만 반드시 이에 국한되는 것도 아니다.The present invention relates to an apparatus for purifying sewage waste water having a treatment water inlet pipe 11, a discharge water discharge pipe 12, and a sludge discharge pipe 13. More specifically, the present invention relates to a phosphorus removal device for discharging sludge to the sludge discharge pipe 13 while removing phosphorus from the wastewater introduced into the treated water inflow pipe 11 through the primary treatment and sending it to the discharge water discharge pipe 12. An aluminum salt inlet tube 14 and a sodium hydroxide inlet tube 15 are provided on the treated water inlet tube 11, and a polymer inlet tube 16 is provided on the main body 20 described later for phosphorus removal. The first treatment of the wastewater refers to processes such as sedimentation and aeration, but is not necessarily limited thereto, and the present invention is not necessarily limited thereto, although the present invention requires phosphorus removal.

본 발명에 따르면 본체(20) 내부에 원추통(21), 내통(23), 중간통(25)을 구비하여 1차상향유로(20a), 하향유로(20b), 2차상향유로(20c)의 순서로 하폐수의 교반을 수행하는 구조이다. 본체(20)는 하폐수의 원활한 유동과 교반을 위해 원통형으로 형성함이 적절하다. 본체(20)의 일측 외주면에 처리수유입관(11)이 연결되고 타측 외주면에 방류수유출관(12)과 슬러지배출관(13)이 연결된다. 이외에 알루미늄염투입관(14), 수산화나트륨투입관(15), 폴리머투입관(16)을 구비하여 인을 제거하는 기본 원리는 종래와 동일하게 적용할 수 있다. 본체(20)에서 처리수유입관(11)이 하측에 위치하고 방류수유출관(12)이 상측에 위치하므로 전반적으로 하폐수의 상향식 유동을 유발한다. 상기 원추통(21)의 세부 구성과 작용은 후술하는 설명을 참조한다.According to the present invention, the main cylinder 20 has a conical cylinder 21, an inner cylinder 23, and an intermediate cylinder 25, and includes a primary upward passage 20a, a downward passage 20b, and a secondary upward passage 20c. It is a structure to perform the stirring of the waste water in the order of. The body 20 is suitably formed in a cylindrical shape for smooth flow and agitation of the wastewater. The treatment water inlet pipe 11 is connected to one outer peripheral surface of the main body 20, and the discharge water discharge pipe 12 and the sludge discharge pipe 13 are connected to the other outer peripheral surface thereof. In addition to the aluminum salt inlet tube 14, sodium hydroxide inlet tube 15, the polymer inlet tube 16 is provided with the same basic principle to remove the phosphorus can be applied. In the main body 20, the treated water inlet pipe 11 is located at the lower side and the discharge water outlet pipe 12 is located at the upper side, thereby causing an overall upward flow of the wastewater. Detailed configuration and operation of the cone cylinder 21, see the description below.

이때, 본 발명은 상기 원추통(21)의 상측으로 내통(23)을 구비하여 1차상향유로(20a)를 형성하고, 내통(23)의 외측으로 중간통(25)을 구비하여 하향유로(20b)와 2차상향유로(20c)를 형성한다. 원추통(21)은 상부가 개방된 역삼각형 형태로 본체(20)의 내부에 고정되고, 내통(23)과 중간통(25)은 동심축 상으로 본체(20)의 상면에 고정되어 원추통(21)의 상단까지 연장된다. 이와 같은 방식으로 내통(23)의 내부 공간은 1차상향유로(20a)를 형성하고, 내통(23)과 중간통(25)의 사이 공간은 하향유로(20b)를 형성하고, 내통(23)의 외부 공간은 2차상향유로(20c)를 형성한다. 원추통(21)이 역삼각형 구조로 설치되므로 상측으로 갈수록 하폐수의 유로 단면적이 축소되어 유동 속도가 증대된다. At this time, the present invention is provided with an inner cylinder 23 to the upper side of the conical cylinder 21 to form a primary upward flow path (20a), and having an intermediate cylinder 25 to the outside of the inner cylinder (23) downward flow path ( 20b) and the secondary upward flow path 20c are formed. Conical cylinder 21 is fixed to the inside of the main body 20 in the form of an inverted triangle, the upper portion is open, the inner cylinder 23 and the intermediate cylinder 25 is fixed to the upper surface of the main body 20 concentrically on the conical cylinder It extends to the top of 21. In this manner, the inner space of the inner cylinder 23 forms the primary upward flow path 20a, and the space between the inner cylinder 23 and the intermediate cylinder 25 forms the downward flow path 20b, and the inner cylinder 23. The outer space of the to form a secondary upward flow path (20c). Since the cone cylinder 21 is installed in an inverted triangle structure, the flow cross-sectional area of the wastewater is reduced toward the upper side, thereby increasing the flow rate.

본 발명에 의하면, 상기 본체(20)는 처리수유입관(11)과 라인믹서(10)를 개재하여 연결된다. 라인믹서(10)는 별도의 동력을 부가하지 않아도 처리수유입관(11)으로 유동하는 하폐수의 압력에 의하여 급속한 교반작용을 유발한다. 알루미늄염투입관(14)으로 투입되는 알럼(ALUM)과 반응시 하폐수의 pH가 낮아지므로 수산화나트륨투입관(15)으로 NaOH를 투입하여 pH를 조절한다. 라인믹서(10)를 거쳐 본체(20)에 도달하는 동안 급속교반에서 원심력에 의한 중속교반으로 변동된다.According to the present invention, the main body 20 is connected via the treatment water inlet pipe 11 and the line mixer 10. The line mixer 10 causes a rapid stirring action by the pressure of the sewage water flowing into the treated water inlet pipe 11 without applying additional power. Since the pH of the wastewater is lowered upon reaction with ALUM (ALUM) introduced into the aluminum salt inlet tube 14, NaOH is added to the sodium hydroxide inlet tube 15 to adjust the pH. While reaching the main body 20 via the line mixer 10, it is changed from rapid stirring to medium speed stirring by centrifugal force.

이때, 상기 본체(20)는 원추통(21)의 하측으로 원심혼화유로(22a)를 유도하기 위한 원심혼화조(22)를 형성한다. 원추통(21)은 본체(20)에서 하측으로 위치하고 내통(23)과 중간통(25)은 본체(20)에서 상측으로 위치한다. 도 2처럼 처리수유입관(11)이 원추통(21)의 하측에 형성되는 원심혼화조(22)에 원심력을 유발하도록 편심방향으로 연결된다. 이에 따라, 하폐수는 원심혼화유로(22a), 1차상향유로(20a), 하향유로(20b), 2차상향유로(20c)의 순서로 교반을 수행한다.At this time, the main body 20 forms a centrifugal mixing tank 22 for inducing the centrifugal mixing passage 22a to the lower side of the cone cylinder 21. The cone cylinder 21 is located downward from the main body 20 and the inner cylinder 23 and the intermediate cylinder 25 are located upward from the main body 20. 2, the treated water inlet pipe 11 is connected in the eccentric direction to induce a centrifugal force to the centrifugal mixing tank 22 formed at the lower side of the cone cylinder 21. Accordingly, the wastewater is stirred in the order of the centrifugal mixing passage 22a, the primary upward passage 20a, the downward passage 20b, and the secondary upward passage 20c.

한편, 본 발명에 의하면 상기 본체(20)는 원추통(21)의 상측과 내통(23)의 하측 사이에 복수의 유입도관(31)을 구비한다. 유입도관(31)의 상류단은 원추통(21)의 외부 공간과 연통되도록 연결하고, 유입도관(31)의 하류단은 내통(23)의 하류 측에 연결한다. 유입도관(31)은 상류단이 하류단 보다 낮은 상향 경사를 이루도록 한다. 유입도관(31)의 수는 4개가 적절하지만 본체(20)의 용량에 따라 2~8개의 범위에서 선택할 수 있다. On the other hand, according to the present invention, the main body 20 is provided with a plurality of inlet conduit 31 between the upper side of the conical cylinder 21 and the lower side of the inner cylinder 23. The upstream end of the inlet conduit 31 is connected to communicate with the outer space of the cone cylinder 21, the downstream end of the inlet conduit 31 is connected to the downstream side of the inner cylinder (23). The inlet conduit 31 allows the upstream end to make a lower upward slope than the downstream end. The number of inlet conduits 31 is appropriate, but can be selected in the range of 2 to 8 depending on the capacity of the main body 20.

본 발명에 의하면 상기 내통(23)은 지그재그로 1차상향유로(20a)를 형성하기 위한 격판(32)을 구비한다. 내통(23)은 원통이 바람직하지만 각형통을 사용할 수도 있다. 격판(32)은 1차상향유로(20a) 상에서 일측과 타측으로 번갈아 부착된 상태로 지그재그 유로를 형성하여 완속교반을 수행한다. 내통(23)에서 격판(32)이 형성된 부분은 보수와 교체의 용이성을 확보하도록 별도의 플랜지(33)를 이용하여 분리 가능한 구조로 하는 것이 좋다. 내통(23)의 상측으로 동일한 높이에 다수의 통공(34)을 형성하여 상향 유동된 하폐수가 하강하여 하향유로(20b)로 진행하도록 한다.According to the present invention, the inner cylinder 23 is provided with a diaphragm 32 for forming the primary upward flow path 20a in a zigzag manner. Although the inner cylinder 23 is preferably a cylindrical cylinder, a square cylinder may be used. The diaphragm 32 performs a slow stirring by forming a zigzag flow path in a state where the diaphragm 32 is alternately attached to one side and the other side on the primary upward flow path 20a. In the inner cylinder 23, the portion where the diaphragm 32 is formed is preferably configured to be separated using a separate flange 33 to ensure ease of repair and replacement. A plurality of through holes 34 are formed at the same height as the upper side of the inner cylinder 23 so that the downflowed wastewater flows down and proceeds to the downward flow path 20b.

이때, 본 발명에 의한 내통(23)의 하측으로 폴리머투입관(16)이 연결되도록 한다. 폴리머는 하폐수의 응집력을 높이기 위한 것으로 내통(23)에서 격판(32)의 상류단(하측)으로 투입된다. 폴리머의 투입 직후에 격판(32)으로 완속교반을 수행함에 따라 오폐수에서 생성되는 플록이 손상이 없는 상태를 유지한다.At this time, the polymer injection tube 16 is connected to the lower side of the inner cylinder 23 according to the present invention. The polymer is introduced into the upstream end (lower side) of the diaphragm 32 from the inner cylinder 23 to increase the cohesive force of the wastewater. As the slow stirring is performed to the diaphragm 32 immediately after the injection of the polymer, the floc generated in the waste water remains intact.

본 발명에 의하면 상기 원추통(21)은 하향유로(20b) 상의 침전된 슬러지 부상을 방지하도록 내부 공간상에 부상방지판(36)을 구비한다. 부상방지판(36)은 역삼각형 형태로 형성되어 내통(23)의 저면에 별도의 지지대를 개재하여 고정한다. 하향유로(20b)를 통과하여 낙하되는 하폐수에서 생성되는 슬러지는 부상방지판(36)에 충돌한 후에 원추통(21)의 내부 공간 하단부에 수집된다. According to the present invention, the cone cylinder 21 is provided with an anti-floating plate 36 on the inner space to prevent the sludge injuries deposited on the downward passage (20b). The anti-floating plate 36 is formed in an inverted triangle shape and is fixed to the bottom of the inner cylinder 23 through a separate support. The sludge generated from the wastewater falling through the downward passage 20b is collected at the lower end of the inner space of the cone cylinder 21 after colliding with the anti-floating plate 36.

본 발명에 의하면 상기 중간통(25)은 외면상에 2차상향유로(20c)의 사선 유동을 유도하기 위한 경사판(45)과, 경사판(45)의 상측으로 흡착성을 증대하기 위한 활성탄(42)을 구비한다. 중간통(25)은 원통이 바람직하지만 각형통을 사용할 수도 있다. 경사판(45)은 다수의 곡면형 판재를 일정한 간격으로 경사지게 설치한 구조로서 슬러지의 침전 효율을 향상한다. 경사판(45) 중에서 경사 유로의 형성이 곤란한 부분에는 작은 크기의 관통공(도시 생략)을 별도로 형성한다. 활성탄(42)은 여과와 흡착의 효율을 향상하여 침전지에서 처리되지 않은 잔여 부유물질을 제거할 수 있다. 교체의 용이성을 고려하여 경사판(45)의 상측에 카트리지 형태의 활성탄(42)을 설치할 수도 있다.According to the present invention, the intermediate cylinder 25 has an inclined plate 45 for inducing a diagonal flow of the secondary upward flow path 20c on an outer surface thereof, and an activated carbon 42 for increasing adsorptivity above the inclined plate 45. It is provided. Although the intermediate cylinder 25 is preferably a cylindrical cylinder, a rectangular cylinder may be used. The inclined plate 45 has a structure in which a plurality of curved plate members are inclined at regular intervals, thereby improving sludge settling efficiency. A small through hole (not shown) is separately formed in a portion of the inclined plate 45 in which it is difficult to form the inclined flow path. Activated carbon 42 may improve the efficiency of filtration and adsorption to remove untreated residual suspended matter in the sedimentation basin. In consideration of the ease of replacement, the activated carbon 42 in the form of a cartridge may be installed above the inclined plate 45.

이와 같이 본 발명은 라인믹서(10)에서 급속교반을 실시하고 본체(20)에서 중속교반과 완속교반을 수행하여 무동력으로 약품과 하폐수의 교반을 원활하게 수행하고 플록이 깨지는 현상을 현저하게 감소할 수 있다.As described above, the present invention performs rapid stirring in the line mixer 10 and performs medium stirring and slow stirring in the main body 20 to smoothly stir the chemicals and the wastewater with no power and significantly reduce the phenomenon of floc breaking. Can be.

본 발명은 기재된 실시예에 한정되는 것은 아니고, 본 발명의 사상 및 범위를 벗어나지 않고 다양하게 수정 및 변형할 수 있음은 이 기술의 분야에서 통상의 지식을 가진 자에게 자명하다. 따라서 그러한 변형예 또는 수정예들은 본 발명의 특허청구범위에 속한다 해야 할 것이다.It is apparent to those skilled in the art that the present invention is not limited to the described embodiments, and that various modifications and variations can be made without departing from the spirit and scope of the present invention. Therefore, such modifications or variations will have to belong to the claims of the present invention.

11: 처리수유입관 12: 방류수유출관
13: 슬러지배출관 14: 알루미늄염투입관
15: 수산화나트륨투입관 16: 폴리머투입관
20: 본체 20a: 1차상향유로
20b: 하향유로 20c: 2차상향유로
21: 원추통 23 내통
25: 중간통 31: 유입도관
32: 격판 33: 플랜지
36: 부상방지판 42: 활성탄
45: 경사판11: treated water inlet pipe 12: discharged water outlet pipe
13: sludge discharge pipe 14: aluminum salt injection pipe
15: sodium hydroxide injection tube 16: polymer injection tube
20: main body 20a: primary upward flow path
20b: downward flow path 20c: secondary upward flow path
21: cone cylinder 23 inner cylinder
25: intermediate barrel 31: inlet conduit
32: plate 33: flange
36: injury prevention plate 42: activated carbon
45: inclined plate

Claims (5)

처리수유입관(11), 방류수유출관(12), 슬러지배출관(13)을 구비하여 하폐수를 정화하는 장치에 있어서:
본체(20) 내부에 원추통(21), 내통(23), 중간통(25)을 구비하여 1차상향유로(20a), 하향유로(20b), 2차상향유로(20c)의 순서로 하폐수의 교반을 수행하되,
상기 원추통(21)의 상측으로 내통(23)을 구비하여 1차상향유로(20a)를 형성하고, 내통(23)의 외측으로 중간통(25)을 구비하여 하향유로(20b)와 2차상향유로(20c)를 형성하여 무동력으로 교반하고,
상기 본체(20)는 원추통(21)의 하측으로 원심혼화유로(22a)를 유도하기 위한 원심혼화조(22)를 형성하며,
상기 중간통(25)은 외면상에 2차상향유로(20c)의 사선 유동을 유도하기 위한 경사판(45)과, 경사판(45)의 상측으로 흡착성을 증대하기 위한 활성탄(42)을 구비하는 것을 특징으로 하는 하폐수 처리시설의 인제거 장치.In the apparatus for purifying sewage water having a treated water inlet pipe (11), a discharge water discharge pipe (12), a sludge discharge pipe (13):
The conical cylinder 21, the inner cylinder 23, and the intermediate cylinder 25 are provided inside the main body 20, and the wastewater in the order of the primary upward passage 20a, the downward passage 20b, and the secondary upward passage 20c. Stirring is carried out,
An inner cylinder 23 is formed above the conical cylinder 21 to form a primary upward passage 20a, and an intermediate cylinder 25 is provided outside the inner cylinder 23 to provide a downward passage 20b and a secondary cylinder. Form an upward flow path (20c) and stir with no power,
The main body 20 forms a centrifugal mixing tank 22 for inducing the centrifugal mixing passage 22a to the lower side of the conical cylinder 21,
The intermediate cylinder 25 is provided with an inclined plate 45 for inducing oblique flow of the secondary upward flow path 20c on the outer surface, and activated carbon 42 for increasing adsorptivity above the inclined plate 45. Phosphorus removal device of the sewage treatment plant. 제1항에 있어서,
상기 본체(20)는 처리수유입관(11)에 라인믹서(10)를 개재하여 연결되는 것을 특징으로 하는 하폐수 처리시설의 인제거 장치.The method of claim 1,
The main body 20 is the phosphorus removal apparatus of the wastewater treatment facility, characterized in that connected to the treated water inlet pipe 11 via a line mixer (10). 삭제delete 제1항에 있어서,
상기 내통(23)은 지그재그로 1차상향유로(20a)를 형성하기 위한 격판(32)을 구비하는 것을 특징으로 하는 하폐수 처리시설의 인제거 장치.The method of claim 1,
The inner cylinder 23 is a phosphorus removal device of the wastewater treatment facility, characterized in that it comprises a diaphragm (32) to form a zigzag primary upward flow path (20a). 삭제delete
KR1020110138613A 2011-12-20 2011-12-20 Phosphorous eliminating apparatus for wastewater treatment facility KR101137000B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101393322B1 (en) * 2013-10-25 2014-05-12 주식회사 엠에스테크 A phosphorus chemisorption system of reducing load in wastewater
KR20190058844A (en) * 2017-11-22 2019-05-30 신흥정공(주) Non-powered separator using gravity

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR950002024Y1 (en) * 1991-11-12 1995-03-24 삼성중공업 주식회사 Water treatment apparatus
KR20060029765A (en) * 2004-10-04 2006-04-07 한국수자원공사 Packaged inclined clarifier with accelerating flocculation for water treatment plant
US7524415B2 (en) * 2005-03-16 2009-04-28 Bernard Beaulieu Effluent purifying plant with centralized structure
KR100999369B1 (en) * 2010-09-10 2010-12-17 주식회사 수엔텍 Apparatus of water treatment with coagulation, flocculation, sedimentation and filtration for wastewater treatment

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR950002024Y1 (en) * 1991-11-12 1995-03-24 삼성중공업 주식회사 Water treatment apparatus
KR20060029765A (en) * 2004-10-04 2006-04-07 한국수자원공사 Packaged inclined clarifier with accelerating flocculation for water treatment plant
US7524415B2 (en) * 2005-03-16 2009-04-28 Bernard Beaulieu Effluent purifying plant with centralized structure
KR100999369B1 (en) * 2010-09-10 2010-12-17 주식회사 수엔텍 Apparatus of water treatment with coagulation, flocculation, sedimentation and filtration for wastewater treatment

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101393322B1 (en) * 2013-10-25 2014-05-12 주식회사 엠에스테크 A phosphorus chemisorption system of reducing load in wastewater
KR20190058844A (en) * 2017-11-22 2019-05-30 신흥정공(주) Non-powered separator using gravity
KR102044853B1 (en) * 2017-11-22 2019-11-14 신흥정공(주) Non-powered separator using gravity

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