• 제목/요약/키워드: paper wastewater

검색결과 416건 처리시간 0.037초

심층폭기(深層曝氣) 활성(活性)슬러지법(法)을 이용(利用)한 제지폐수(製紙廢水)의 생물학적(生物學的) 처리(處理)에 관한 연구(研究) (Treatment of Paper Mill Wastewater by the Deep Shaft Activated Sludge Process)

  • 김환기;양봉용;이복열
    • 대한토목학회논문집
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    • 제12권2호
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    • pp.275-284
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    • 1992
  • 활성(活性)슬러지법(法)에 의하여 고농도(高濃度) 유기성(有機性) 폐수(廢水)를 처리(處理)할 경우에 발생(發生)되는 문제점(問題點)은 폭기조내(曝氣槽內)의 미생물농도(微生物濃度)와 산소전달능력(酸素傳達能力)이 제한(制限)받고 있는 점이다. 이러한 문제점(問題點)을 극복(克服)하기 위하여 높은 산소전달능력(酸素傳達能力)을 나타내는 심층폭기(深層曝氣) 활성(活性)슬러지법이(法) 폐수처리현장(廢水處理現場)에 적용(適用)되고 있다. 따라서 본(本) 연구(研究)는 심층폭기(深層爆氣) 활성(活性)슬러지법(法)의 액체순환특성(液體循環特性)과 산소전달특성(酸素傳達特性) 및 제지폐수(製紙廢水)의 유기물(有機物) 제거특성(除去特性)에 대하여 연구(研究)하게 되었다. 연구결과(研究結果), 심층폭기장치(深層曝氣裝置)는 일반(一般) 산기식(散氣式) 폭기장치(曝氣裝置)에 비하여 산소전달능력(酸素傳達能力)이 매우 높고 순산소(純酸素) 폭기법(曝氣法)과 거의 같은 산소전달특성(酸素傳達特性)을 나타낸다. 또 폭기조내(曝氣槽內) 미생물농도(微生物濃度)와 유기물부하(有機物負荷)를 높게 유지할 수 있어 고농도(高濃度) 유기성(有機性) 폐수(廢水)를 처리(處理)할 수 있었다.

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제지폐수처리의 고분자 응집제 주입량 간이 결정법 (Simple Determination Method on Optimal Dosage of Polymer for Papermaking Wastewater Treatment)

  • 조준형;강미란;김해난
    • Journal of Forest and Environmental Science
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    • 제30권1호
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    • pp.85-90
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    • 2014
  • Dewaterability, one of the important properties of wastewater sludge, was investigated using a simple capillary suction time (CST) measurement method. CST and SRF have a very close co-relation. It was convinced that CST method was quite effective, and compensating the time-consuming SRF of conventional drainage measuring method. It turned out that one could use the results of CST to find optimum flocculants ratio to improve drainage in wastewater treatment for the tissue paper production at a mill. Since the optimum ratio of flocculants could be determined with the value of CST and COD removal efficiency could be improved with precise ratio of flocculants. Thus, using CST for determining the optimum ratio of flocculants could be economical by reducing the amount of flocculants. Dewaterability might be measured within several seconds using the values of CST in a precise way. The dewaterability could also be useful in investigating the optimum ratio of flocculants.

Advanced Treatment of Wastewater from Food Waste Disposer in Modified Ludzack-Ettinger Type Membrane Bioreactor

  • Lee, Jae-Woo;Jutidamrongphan, Warangkana;Park, Ki-Young;Moon, Se-Heum;Park, Chul
    • Environmental Engineering Research
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    • 제17권2호
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    • pp.59-63
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    • 2012
  • This paper proposes a modified Ludzack-Ettinger (MLE) type membrane bioreactor (MBR) as a method of treatment for wastewater from food waste disposer. Micro-membrane filtration allows for an extremely low concentration of suspended solids in the effluent. The effluent of the reactor in question is characterized by a relatively high level of non-biodegradable organics, containing a substantial amount of soluble microbial products and biomass. Results obtained in this paper by measurement of membrane fouling are consistent with biomass concentration in the reactor, as opposed to chemical oxygen demand (COD). The MLE process is shown to be effective for the treatment of wastewater with a high COD/N ratio of 20, resulting in are markedly high total nitrogen removal efficiency. Denitrification could be improved at a higher internal recycle ratio. Despite the low concentration of influent phosphorus, the phosphorus concentration of the outflow is seen to be relatively high. This is because outflow phosphorous concentration is related to COD consumption, and the process operates at along solids retention time.

화학적 침식을 받은 하수처리시설 콘크리트 구조물의 성능저하에 대한 미세구조적 관찰 (Microstructural Observations on the deterioration of Concrete Structure for Wastewater Treatment Facilities Subjected to Chemical Attack)

  • 김성수;이승태;박광필;봉원용
    • 한국콘크리트학회:학술대회논문집
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    • 한국콘크리트학회 2005년도 추계 학술발표회 제17권2호
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    • pp.547-550
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    • 2005
  • Recently, there has been a intensive social interest for concrete structures with respect to durability by carbonation, chemical attack etc. Specially, the deterioration of concrete due to chemical attack in environments such as Wastewater Treatment Facilities is important factors degrading the durability of concrete structure. The purpose of this paper is to evaluate on deterioration of Wastewater Treatment Facilities concrete to chemical attack through instrumental analysis such as XRD, SEM and EDS. According to the results of this study. Wastewater Treatment Facilities concrete to chemical attack due to $So_{4}^{2-},\;Mg^{2+}$ ions founded out to appear deterioration materials peak : ettringite/thaumasite. gypsum and brucite peak.

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정밀여과법 하수재이용 공정에서 오존의 전처리 효과에 관한 연구 (Effect of Ozonation in Microfiltration Membrane for Wastewater Reuse)

  • 문성용;안세혁;이상협;박종훈;홍석원;최용수
    • 상하수도학회지
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    • 제20권4호
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    • pp.535-543
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    • 2006
  • The Ozone oxidation process was applied to increase the efficiency of reuse process when treating the secondary effluent by the membrane system. This paper focus on decreasing efficiency of membrane fouling, because of membrane fouling reduction by ozone and evaluation of application of the ozone oxidation. The feed water was secondary effluent from BNR process. The result shows that the ozone pretreatment can reduce membrane fouling effectively. Also, the improvement of treated water quality was obvious. The reduction of the membrane fouling led decrease of following pollutant and increase of lnner adsorptive ability of hydrophilic organic matter and decrease of molecular weight. MF membrane process alone can meet the domestic reuse water standards. And ozone pretreatment process also can increase the removal rates of turbidity, COD, nitrogen, and color.

Application and Development of Activated Carbon Adsorption in Wastewater

  • Zhang, DianYa;Deng, ChengXun;Deng, Xu;Yu, ZhiMin
    • 도시과학
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    • 제8권2호
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    • pp.19-23
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    • 2019
  • With the continuous progress of modern science and technology and the rapid development of economy, with the continuous development of society, the treatment of industrial and domestic sewage has become a hot concern. Toxic substances and non-degradable pollutants in wastewater also have a great impact on the environment. This paper mainly expounds the current environmental situation and the adsorption mechanism of activated carbon. And the application and development of activated carbon adsorption in wastewater.

초기강우 유입 시 하수처리시설 일차 침전지 운전제어 전략 (Control strategy of primary clarifier operation in wastewater treatment plant during rainfall inflow)

  • 유광태;권혁재
    • 한국수자원학회논문집
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    • 제52권11호
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    • pp.947-950
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    • 2019
  • 이 논문의 주요 특징은 초기강우 유입 시 일차 침전지 처리효율을 개선하기 위한 운전제어 전략을 제공하는 것이다. 최근 IoT 기술과 센싱 기술이 발전함에 따라 하수처리시설 운전제어를 위한 기반이 개선되고 있으며, 온라인 측정결과를 활용한 일차침전지 처리효율 개선에 따라 미처리 하수의 하천 유출을 최소화하고, 하수처리시설 운영효율 개선에기여할 수 있다.

물관리일원화 시대를 맞이한 정부의 물관리 조직에 관한 논의 (A discussion on the water management organization of the Korean government in the era of one water management)

  • 구자용
    • 상하수도학회지
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    • 제33권1호
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    • pp.1-8
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    • 2019
  • In this paper, the current water management organization of the Korean government and those of foreign countries were analyzed to draw out a plan to build a more rational water management organization. And then, the two organization reform alternatives were discussed on which alternatives can effectively manage the water. Through the analysis, deployment of three divisions including the water policy, the wastewater policy and the division of water industries and business are the best alternative in terms of water equality, sustainability and efficiency, which are the three main goals of the new Water Management Act, Water Management Basic Act. With much efforts, the Korea has come to the era of One Water Management. The water management paradigm proposed in this opinion is expected to become a new engine of economical growth of the nation.

고양정 및 저유량을 만족하는 폐수처리용 펌프 설계 최적화 (Design Optimization on Wastewater Treatment Pump of Satisfaction for High Head and Low Flow Rate)

  • 김성;김진혁
    • 한국수소및신에너지학회논문집
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    • 제33권5호
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    • pp.583-590
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    • 2022
  • In this paper, the performance characteristics of the 2 vane pump for wastewater treatment were investigated using response surface method(RSM) with commercial computation fluid dynamics(CFD) software. Design variables of wastewater treatment pump were defined with the meridional plane of the 2 vane pump impeller. The objective functions were defined as the total head and the efficiency at the design flow rate. The hydraulic performance of optimum model was verified by numerical analysis and the reliability of the model was retained by comparison of numerical analysis and comparative analysis with the reference model.