• 제목/요약/키워드: Water Treatment Sludge

검색결과 628건 처리시간 0.033초

정수장 슬러지 폭기가 방류수 망간 및 클로로포름에 미치는 영향 (The Aeration to Improve Manganese and Chloroform of Effluent at Sludge Thickener of the Conventional Water Treatment Plant)

  • 최일경;백인호;정찬우;이성진;박정욱
    • 대한환경공학회지
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    • 제36권2호
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    • pp.113-118
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    • 2014
  • 전 국가적으로 많은 정수장에서는 강화된 수질기준을 준수하는데 많은 어려움을 겪고 있다. 일반적으로 정수장 배출수처리시설은 고탁도를 기준으로 설계되기 때문에, 평상시에는 설계된 기간보다 장기간 체류할 수밖에 없는 실정이다. 평균 혹은 저탁도 원수가 유입되는 대부분 기간 동안 슬러지는 농축조에서 장기체류하기 때문에 혐기화되어, 용해성 망간 및 클로로포름이 형성된다. 위 문제를 해결하기 위해서 경제적이고, 손쉽게 도입 가능한 슬러지 폭기 공법을 개발하였으며, 본 연구는 이 공법의 원리 및 효과를 분석한 것이다. 슬러지 폭기 공법의 원리는 산화된 입자성 망간이 용해성 망간으로 환원되는 것을 방지하며, 생성된 클로로포름을 대기중으로 배출 제거시키며, 슬러지 입자를 균질화 시켜 침강성을 개선하는 것이다. 위 공법의 효과분석을 위하여 정수장 농축조에서 슬러지를 폭기시킨 후 상징수의 망간 및 클로로포름을 측정하고, 슬러지의 고-액 계면의 높이를 측정한 결과, 비폭기 경우에 비해 망간은 41%, 클로로포름은 62% 슬러지 부피는 35% 감소되는 효과를 얻었다.

하수처리 활성오니공정의 에너지 절감을 위한 퍼지 제어 방법에 관한 연구 (A Study on Fuzzy Control Method of Energy Saving for Activated Sludge Process in Sewage Treatment Plant)

  • 남의석
    • 전기학회논문지
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    • 제67권11호
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    • pp.1477-1485
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    • 2018
  • There are two major issues for activated sludge process in sewage treatment plant. One is how to make sewage be more clean and the other is the energy saving in sewage treatment process. The major monitoring sewage qualities are chemical oxygen demand, phosphorus, nitrogen, suspended solid in effluent. These are transmitted to the national TMS(Telemetry Monitoring System) at every hour. If these exceed the environmental standard, the environmental charges imposed. So, these water qualities are to be controlled below the environmental standard in operation of sewage treatment plant. And recently, the energy saving is also important in process operation. Over 50% energy is consumed in blowers and motors for injection oxygen into aeration tank. So, with the water qualities to be controlled below the environmental standard, the energy saving also is to be accomplished for efficient plant management. Almost researches are aimed to control water quality without considering energy saving. AI techniques have been used for control water quality. AI modeling simulator provided the optimal control inputs(blower speed, waste sludge, return sludge) for control water quality. Blower speed is the main control input for activated sludge process. To make sewage be more clean, the excessive blower speed is supplied, but water quality is not better than the previous. In results, non necessary energy is consumed. In this paper we propose a new method that the energy saving also is to be accomplished with the water qualities to be controlled below the environmental standard for efficient plant management. Water qualities in only aeration tank are used the inputs of fuzzy models. Outputs of these models are chemical oxygen demand, phosphorus, nitrogen, suspended solid in effluent and have the environmental standards. In test, we found this method could save 10% energy than the previous methods.

알타리무우 생육(生育)에 대한 정수(淨水) 슬러지의 시용효과(施用効果) (Effect of Water Treatment Sludge Application on the Growth of Altari Radish(Raphanus sativus L.))

  • 장기운;김상덕;김영한
    • 한국토양비료학회지
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    • 제26권2호
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    • pp.78-84
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    • 1993
  • 정수장(淨水場)에서 나오는 정수(淨水) 슬러지의 식물영양학적인 효과를 보기 위하여 알타리무우를 공시작물로 하여 시험한 결과는 다음과 같다. 1. 슬러지의 pH는 7.2로서 보통 토양보다 높았으며 교환성 칼슘 함량이 29me/100g 슬러지로 많은 것이 문제점이었으나, 산성토양에 처리하면, 산성 교정효과가 기대된다. 2. 슬러지 시용에 의해 토양의 pH와 유기물 함량은 높아지고, 슬러지의 시용량이 많아질수록 알타리무우의 조회분과 칼슘함량은 높아졌으나 인, 마그네슘 함량은 낮아지는 경향이었다. 3. 슬러지 시용량에 따라 수확시의 근장(根長), 생중량이 증가하는 경향이었으며, 특히 비옥하지 않은 토양일수록 현저했다. 위의 결과로 부터 본 시험토양의 비옥(肥沃)했던 집구(集區)에서 알타리무우 수량에 대한 슬러지 시용의 효과는 75톤/ha구에서 가장 많았으나 그 이상의 슬러지의 시용은 알타리무우의 수량을 감소시켰으며, 비옥하지 못한 토양에 대한 300톤/ha까지의 슬러지의 시용은 알타리무우의 수량생산에 저해하지 않는 양으로 판단된다. 토양비옥도에 따라 정수(淨水) 슬러지의 비효가 다르나, 식물영양원으로서 비효가 인정되므로 다각적인 농업적인 활용연구가 요망된다.

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분말 폐굴껍질을 이용한 정수슬러지의 탈수 개선방안 (The Study on the Dewaterability Improvement of Water Treatment Sludge Using Powdered Waste Oyster Shells)

  • 문종익;최성문;임영석;성낙창;김철;곽영규
    • 한국환경보건학회지
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    • 제27권2호
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    • pp.17-21
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    • 2001
  • The object of this study is to find out the characteristics of waste oyster shells and determine the proper dosage of powdered waster oyster shells as the conditioning agent for water treatment sludge dewatering process. The large amount of waste oyster shells which discharges from the oyster farming, occurs serious environmental hazards. However, oysters shell contain large amount(about 38% by weight) of alkaline minerals, such as calcium and magnesium and so on, this natural material is thought to have the petential ability as a good conditioning agent. The results of this study are as follows. The optimum condition for improvement of the water treatment sludge dewaterability is when 6 g of waste oyster shell powder added to 200$m\ell$ of water treatment sludge. At optimum condition, the solid contents can reach to 31.78% and the specific resistance of conditioned sludge is 0.16$\times$10$^{8}$ sec$^2$/g. However, exceeding the of powdered waste oyster shell is needed to get the effective result. Consequently, the waste oyster shell can be a recyclable material to improve the dewaterability of water treatment sludges.

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호기성 침지여상에 의한 제지폐수처리 (Papermill Wastewater Treatment by Indirect Aerated Submerged Biofilter)

  • 원찬희;권영호
    • 상하수도학회지
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    • 제8권1호
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    • pp.44-52
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    • 1994
  • The purpose of this experimental research was focused to improve the quality of the effluent and the yielded sludge when the papermill wastewater was treated by the indirect aerated submerged biofilter as a second treatment method of papermill wastewater. Changing the various experimental factors(Nutrient additions or not, HRT, F/M ratio, recirculation ratio, etc) with indirect aerated biofilter, the results obtained are as follows. 1. Because of the microbes concentration could be sustained to $9,000mg/l$ in submerged biofilter and then the volumetric organic loads could be increased to $2.7kg-BOD/m^3/day$(that of activated sludge is $0.8kg-BOD/m^3/day$), the reactor volume can be reduced to one third of the activated sludge treatment. 2. Because of the yield coefficient(Y) and the endogenous decay coefficient(kd) were revealed 0.4 and 0.07/d, the yielded sludge volume was reduced by for compared with that of the activated sludgg process. 3. The concentration of the sloughed sludge in the reactor was 2.62~4.01%, so the thickener could be omitted in the papermill wastewater sludge treatment process. 4. When the operating was conducted at HRT of 4hrs, the treatment efficiencies of BOD and COD were obtained 80% and 70%, Therefore operating time can be reduced to one half of the activated sludge treatment.

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하수 슬러지 농축 및 탈수성에 미치는 오존의 영향 (Effect of Ozone Injection on Dewaterability and Thickening of Sewage Sludge)

  • 황경사;김문호;배윤선;박철휘
    • 상하수도학회지
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    • 제19권6호
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    • pp.800-808
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    • 2005
  • It is required to propose an alternatives for appropriate sludge treatment owing to persistent construction of sewage treatment plant and increase of sewage sludge quantity. In order to treat sludge more efficiently, the methods which reduce the cost of sludge treatment have been studied such as sludge reduction and conditioning. Especially ozone treatment reduces solid quantity and improves separation of solid-liquid at the same time. Therefore ozone treatment have a positive effect on reduction and stabilization of sludge. So, this study applied ozone to sewage sludge and induced cell destruction of sludge. By comparing with the correlation between thickening and dewatering, and evaluating moisture content and solubilization of cake, this study verificates the effect of process improvement for ozone pre-treatment. In J-STP case, according to ozone dose solid flux increased about 12 times from $1kg/m^2{\cdot}h$ to $12kg/m^2{\cdot}h$. Also this plant were capable to shorten thickening time from 40 minutes to 6~7 minutes. Thus it is expected to reduce volume and retention time of thickener. On pH effect factor, dewatering at pH4 was more than at pH11, $3.05{\times}10^{11}$ and $3.82{\times}10^{11}(m/kg)$. But effect of pH was analogous to ozone, $2.81{\times}10^{11}(m/kg)$. The effect of pH on thickening was similar to law sludge, $0.68(kg/m^2{\cdot}h)$, and the effect of ozone injection on thickening was the biggest, $3.45(kg/m^2{\cdot}h)$. The COD solubilization rate improved from about 5 to 30%. So it is judged that we are able to utilize most solubilized sludge to another sewage treatment plants.

전처리 방법에 따른 하수슬러지 가용화 비교연구 (Comparison of Sewage Sludge Solubilization through Different Pretreatment Methods)

  • 권재현;김봉준;김민규;염익태;김형수
    • 상하수도학회지
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    • 제17권4호
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    • pp.567-573
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    • 2003
  • The pretreatment process was carried out to solubilize the sewage sludge for enhancing its biodegradability using alkaline treatment, ultrasonic treatment(15kHz), ozone treatment and different combination of these three methods: alkaline followed by ultrasonic as well as ozone, and ultrasonic followed by alkaline. The solubilization efficiency was evaluated based on the SCOD/TCOD ratio and VSS/TS ratio. In results, the proper condition of alkaline treatment was shown as 30meq/l of NaOH, pH 12 and 3hours of reaction time. Solubilization efficiency increased to 17% from initial 2% based on SCOD/TCOD ratio under this condition. In ultrasonic treatment, the higher ultrasonic power, the longer treatment time and the lower sludge volume resulted in higher solubilization respectively. There was a rapid increase in solubilization efficiency after 20 minute, then it was measured as 32% of SCOD/TCOD ratio in 1 hour at a ultrasonic power of 1,300W with 1/sludge. Solubilization efficiencies in combined treatment using alkaline and ultrasonic were 47-53% higher than single treatment at a sonicated time of 1 hour. Ozone treatment followed by alkaline treatment also represented the enhanced solubilization compared to ozone treatment. Therefore, ultrasonic or ozone treatment assisted by alkaline could achieve the short treatment time as well as high solubilizetion efficiency.

A Fuel Feasibility Study of Sewage Sludge by Melting of Thermoplastic Polyethylene

  • Lee, Byeong-Kyu;Jeong, Wang-Seok
    • 한국환경과학회지
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    • 제19권1호
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    • pp.9-16
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    • 2010
  • This pilot study evaluated fueling feasibility of sewage sludge, which contains a large amount of water content, by applying melting of thermoplastic polyethylene (PE). This study has identified a simultaneous achievement of drying and heating value improvement of the sewage sludge. The sewage sludge collected from a sewage sludge treatment plant during a winter period had a water content of 83.7 wt%, a combustible volatile content of 12.5 wt%, and an ash content of 3.8 wt%. The higher heating value (HHV) of the dried sewage sludge, before impregnation or coating of PE, was 4,600 kcal/kg. The collected sewage sludge was immersed into the melted PE solution, which had a HHV of 11,070 kcal/kg, and kept immersing with increasing reaction time. As the reaction (immersing or coating or impregnation) time increased, the water content of the sludge decreased. However, the HHV of the sludge increased with increasing the reaction time. The HHVs of the sewage sludge immersed or dipped into the melted PE solution for 15 min ranged from 6,780 to 8,170 kcal/kg with water content less than 7 wt%. This result indicates the melted PE solution can be utilized as an improvement technology for dryness and heating value of the sewage sludge with high water content. The sewage sludge impregnated or coated with melted PE can be utilized as potential fuel or energy resources.

폐슬러지 감량화 및 재활용을 위한 오존 처리시 하수슬러지내의 미생물 군집구조의 변화 (Change of Microbial Community on Ozonation of Sewage Sludge to Reduce Excess Sludge Production)

  • 홍준석;임병란;안규홍;맹승규
    • 상하수도학회지
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    • 제18권1호
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    • pp.59-65
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    • 2004
  • The change of the microbial community structure in excess sludge of different sewage treatment plants by ozone treatment was investigated by quinone profiles. The resulting ozone dosage ranged from 0.1 to $0.4gO_3/gTS$. In terms of overall sludge reduction, more than 50% reduction of the total sludge mass could be achieved by ozone treatment at $0.4gO_3/gTS$. Quinone concentration and type in sludge of different treatment plants were remarkably decreases with increasing ozone dose. Ubiquinones(UQs)-8, -10 and MK-8 were still remained in the ozonized sludge at $0.4gO_3/gTS$. The results of this study showed that the remaining microorganisms belong to UQs-8, -10 and MK-8 were difficult to destruct cell membrane or wall by ozonation. Fecal Streptococci and Salmonella were not detected at ozone dose of $0.2gO_3/gTS$, but Fecal Coliform was not detected at ozone dose of $0.4gO_3/gTS$.

Water treatment sludge for removal of heavy metals from electroplating wastewater

  • Ghorpade, Anujkumar;Ahammed, M. Mansoor
    • Environmental Engineering Research
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    • 제23권1호
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    • pp.92-98
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    • 2018
  • Suitability of aluminium-based water treatment sludge (WTS), a waste product from water treatment facilities, was assessed for removal of heavy metals from an electroplating wastewater which had high concentrations of copper and chromium along with other heavy metals. Batch tests with simulated wastewater in single- and multi-metal solutions indicated the influence of initial pH and WTS dose on removal of six metals namely Cu(II), Co(II), Cr(VI), Hg(II), Pb(II) and Zn(II). In general, removal of cationic metals such as Pb(II), Cu(II) and Zn(II) increased with increase in pH while that of anionic Cr(VI) showed a reduction with increased pH values. Tests with multi-metal solution showed that the influence of competition was more pronounced at lower WTS dosages. Column test with diluted (100 times) real electroplating wastewater showed complete removal of copper up to 100 bed volumes while chromium removal ranged between 78-92%. Other metals which were present in lower concentrations were also effectively removed. Mass balance for copper and chromium showed that the WTS media had Cu(II) and Cr(VI) sorption capacities of about 1.7 and 3.5 mg/g of dried sludge, respectively. The study thus indicates that WTS has the potential to be used as a filtration/adsorption medium for removal of metals from metal-bearing wastewaters.