• Title/Summary/Keyword: Treatability test

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Evaluation of Petroleum Oil Degrading Mixed Microorganism Agent for the Bioremediation of Petroleum Oil Spilled in Marine Environments (해양유류오염정화를 위한 유류분해 미생물제제의 평가)

  • Sohn, Jae-Hak
    • Journal of Life Science
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    • v.21 no.11
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    • pp.1599-1606
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    • 2011
  • To evaluate the effects of microorganism agents on oil biodegradation, treatability and microcosm studies were conducted. Petroleum oil degrading bacteria were isolated from enriched cultures of oil-contaminated sediment samples using a mineral salts medium (MSM) containing 0.5% Arabian heavy crude oil as the sole carbon source. After a 5 day-incubation period using MSM, mixed microorganisms of three species (strains BS1, BS2 and BS4) degraded 48.4% of aliphatic hydrocarbons and 30.5% of aromatic hydrocarbons. Treatability and microcosm tests were performed in the three different treatment conditions (AO: Arabian heavy crude oil, AO+IN: Arabian heavy crude oil+inorganic nutrient, AO+IN+MM: Arabian heavy crude oil+inorganic nutrient+mixed microorganism agents). Among these, significantly enhanced biodegradation of aliphatic hydrocarbons were observed in AO+IN and AO+IN+MM conditions, without showing any different biodegradation rates in either condition. However, the degradation rates of aromatic hydrocarbons in an AO+IN+MM condition were increased by 50% in the treatability test and by 13% in the microcosm test compared to those in an AO+IN condition. Taken together, it can be concluded that mixed microorganism agents enhance the biodegradation of aliphatic and aromatic hydrocarbons in laboratory, a treatability test, and a microcosm test. This agent could especially be a useful tool in the application of bioremediation for removal of aromatic hydrocarbons.

Biological Treatability of Toxic Industrial Wastewater (독성산업폐수의 생물학적 처리)

  • 원성연;박승국;정근욱
    • Journal of environmental and Sanitary engineering
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    • v.14 no.4
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    • pp.172-179
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    • 1999
  • In this research, biological treatability test was conduced using seawater flocculated tannery wastewater by fixed biofilm reactor. During one cycle, the removal efficiency of organic corbon obtained with fixed biofilm process for treating tannery wastewater was considerably greater than that with activated sludge process. As the hydraulic retention time increased form 0.5day to 4day, removal efficiency of organic carbon was increased from 72% to 87.3%. Attached biomass in media increased with influent organic loading up to 29g MLSS/L, that could reduce the specific organic loading rate. The continual measurement of attached biomass was possible for the operation of the biofilm reactor. Equal and low nitrication rates were observed in both suspended growth activated sludge process and fixed biofilm process, despite commercial nitrifier was seeded. Through the process of treating the tannery wastewater, EC50 values which is measured by the use of Ceriopdaphnia dubia, were decreased to the extent of 50% after treatment of seawater flocculation and of 83% after biological treatment, respectively, compared to those of the untreated wastewater.

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Control of Contaminants Elution by Solidification of Contaminated Soil (오염토양의 고형화에 따른 오염물질 용출제어)

  • Chung, Ha-Ik;Cho, Jin-Woo;Yu, Jun;Lee, Yong-Su
    • Proceedings of the Korean Geotechical Society Conference
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    • 2002.03a
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    • pp.739-742
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    • 2002
  • Immobilization of contaminants in contaminated soils by solidification processes is an attractive potential remediation process. In this study, the treatability of lead, copper, toluene, and COD was investigated by leaching test. Industrial sand was adopted as the test material and was contaminated with lead copper, and toluene to 100mg/kg, 500mg/kg, 200mg/kg respectively. P solidifying agent was used as the binder(20% by weight of contaminated soil) in the solidification treatment. The leachability of contaminants leached from the solidified soil was evaluated using column test. The percentage of contaminants leached from the solidified soil was significantly reduced by reaction of waste species with cement components and encapsulation reaction of binder. Based on the tests, it is ascertained solidification process can be a very effective method to control the elution of contaminants from the contaminated soil.

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Evaluation of the treatability test for crude oil contaminated sand using $CO_2$ evolution method

  • Choi, Dong-Hyuk;Sim, Doo-Seup;Oh, Young-Sook;Kim, Sang-Jin
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2000.05a
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    • pp.15-19
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    • 2000
  • 원유로 오염된 모래지역의 생물정화기술 적용을 위하여 인위적으로 오염시킨 해사를 이용한 타당성 연구를 수행함으로써, 오염 환경에 최적 적용방법을 검토하였다. 무기 영양염류, 인공계면활성제, 유류분해미생물의 적용성을 검토한 결과, 영양염류의 첨가가 효과적이며 외부로부터 미생물을 첨가할 경우 토착미생물보다 많은 양을 적용하는 것이 효과적임을 알 수 있었다. 계면활성제는 CMC와 동일 농도로 첨가할 때 높은 효과를 얻을 수 있었다 원유성분의 무기화에 의해 발생되는 이산화탄소량 측정이 타당성 평가의 유효한 도구임을 알 수 있었으며 미생물의 활성과 원유성분 변화로 이를 검증할 수 있었다.

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The Pilot-scale Treatability test of Co-Composting for The Remediation of Diesel Contaminated Soil in The Winter (동절기 유류 오염토양 복원을 위한 Co-Composting 기술의 현장 적용성 연구)

  • 마정재;고형석;황종식;정민정;최상일;김국진
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 1999.04a
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    • pp.26-28
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    • 1999
  • 동절기 급격한 온도 저하로 인한 적용한계를 극복하기 위하여 composting 기술을 현장에 적용하여 적용 가능성을 검토하고 온도 변화에 따른 분해 특성을 검토하였다. 기초 실험을 통해 영양원과 유류분해 미생물의 첨가에 따른 분해 효율을 점검한 결과 초기 유효 미생물 (유류분해 미생물)의 농도가 낮고 영양원(N, P source)의 불균형으로 인해 영양원의 첨가와 유류분해 미생물을 동시에 투입하는 것이 바람직한 것으로 나타났으며, 동절기 낮은 온도를 극복하기 위해 퇴비를 투입한 Co-composting 기술은 주입된 퇴비의 영향으로 pile 내부의 온도가 30-40일 동안 중온상태를 유지하였으며, 제거효율은 91%로 나타났다. 따라서 유류 오염토양을 복원함에 있어서 동절기에도 별도의 시설투자 없이 효율적으로 유류를 분해시킬 수 있는 CO-Composting 기술의 적응 가능성이 확인되었으며, 난분해성 물질의 생물학적 분해에 있어서도 다양하게 적용될 수 있을 것으로 판단된다.

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Reduction of Organic Sludge using High Efficiency Aeration System(HEAS) (고효율 포기 시스템을 이용한 유기성 슬러지의 감량화)

  • Oh, Sea-Bae;Lee, Sang-Houck
    • Journal of Digital Convergence
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    • v.10 no.10
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    • pp.221-227
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    • 2012
  • In Korea, ocean dumping has been widely used as the ultimate disposal of sewage sludge. However, ocean dumping of food wasted and sewage sludge from 2013 is expected to legally restricted as London convention on marine pollution prevention has been effective in 2009. This research aims to examine the effect of HEAS in treating the environmental pollution load caused by organic high concentrated sludge. Thus, onsite laboratory scale treatability test using HEAS was adopted to treat the high concentrated organic sludge from sewage and industrial wastewater treatment plant. The research results showed that the HEAS is useful to reduce the environmental pollution caused by organic high concentrated sludge. Specific results are as follows. 1. The organic removal after the sludge digestion using the high efficiency aeration system was 55.2-85.8%. Although these results were lower than those from the general sewage treatment, the high efficiency aeration system could be evaluated as efficient, considering the object sludge contained the industrial waster water. 2. The average removal efficiency was about 25.2%. 3. It was revealed that sludge digestion by the high efficiency aeration system could effectively contribute to the sludge treatment cost. Especially, the high efficiency aeration system is more applicable to the onsite treatment of small sewage and wastewater treatment plant that contains high solid content sludge, industrial wastewater sludge, high fixed solid sludge.

Treatability Study on the Remediation Groundwater Contaminated by TPH Cr6+ : Lab-Scale Experiment (TPH와 6가 크롬으로 오염된 지하수 처리를 위한 실내 실험)

  • Lee, Gyu-Beom;Chang, Yoon-Young
    • Journal of Environmental Impact Assessment
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    • v.28 no.3
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    • pp.332-345
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    • 2019
  • The purpose of the study is to evaluate the treatability of contaminated groundwater with TPH and (or) $Cr^{6+}$. Laboratory scale tests were performed for oil/water separation, dissolved air flotation (DAF), coagulation and precipitation, and filtration with sand and activated carbon respectively. Two times of oil/water separation tests for total 40 minutes of separation or separating time shows 90.2 % of TPH removal rate. In case of DAF test for high TPH sample, the TPH removal rates were not varied significantly by the variation of microbubble size. However, tests for low TPH samples show that TPH removal rate increases as microbubbles are smaller. When coagulant was added to sample for DAF test, TPH removal rate was increased 12.3 %. SS removal rate by DAF was 97.9 % at $16-40{\mu}m$ and it was increased as the size of microbubble is reduced. Tests for coagulation and precipitation were performed to evaluate the removal of $Cr^{6+}$ in groundwater. The increase of $FeSO_4$ dosage increased $Cr^{6+}$ removal rate in the coagulation and precipitation process. As the amount of activated carbon in the filter media increased TPH removal rate in the filtration process. SS removal rate by the filtration was 96.7 % similar to the results of DAF process tests. The filtration process treats TPH and SS. Best design parameters are determined as the size of sand is $425-850{\mu}m$ and the ratio of activated carbon and sand is 50:50.

An Application of the NPR Process for the Treatability Improvement of an Existing Sewage Treatment Plant (기존 하수처리장 성능개선을 위한 NPR공정의 적용)

  • Moon, Tae Hoon;Ko, Kwang Baik;Song, Eui Yeol
    • Journal of Korean Society on Water Environment
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    • v.23 no.5
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    • pp.756-760
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    • 2007
  • Most of the sewage treatment plants in Korea are being operated by using the conventional activated sludge process. Recently, as the water criteria have been strict with regard to such main culprits of eutrophication, the existing sewage treatment plants are obliged to upgrade their treatment technology to meet the criteria. Under such circumstances, this study was aimed at analyzing the conditions of an existing sewage treatment plants in Korea, and thereupon, test its treatment performance for the actual sewage water by operating a pilot plant. When the pilot plant was operated with the NPR process at the capacity of $30m^3/day$, the average contents of BOD, $COD_{Mn}$, SS, T-N and T-P in the effluents were 7.0 mg/L, 9.7 mg/L, 5.1 mg/L, 8.0 mg/L and 0.23 mg/L, respectively, which were very stable in general. Accordingly, if the NPR process used for this pilot plant to upgrade the treatment technology for the sewage treatment plat could be adopted, the effluent water quality criteria effective beginning from 2008 would be met.

Column filled with Fe-GAC and GAC to remove both As(V) and Fe(III) (비소와 철 동시제거를 위한 Fe-GAC와 GAC로 충진된 컬럼)

  • Lee, Yong-Soo;Do, Si-Hyun;Hong, Seong-Ho
    • Journal of Korean Society of Water and Wastewater
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    • v.30 no.1
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    • pp.87-97
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    • 2016
  • First of all, Fe or/and Mn immobilized granular activated carbons (Fe-GAC, Mn-GAC, (Fe, Mn)-GAC) were synthesized and tested to remove arsenate (As(V)). The results in batch test indicated that Fe-GAC removed As(V) effectively, even though the surface area of Fe-GAC was reduced largely. Moreover, adsorption isotherm test indicated that the experimental data fit well with Langmuir model and the maximum adsorption capacity ($q_{max}$) of Fe-GAC for As(V) was $3.49mg\;g^{-1}$, which was higher than GAC ($2.24mg\;g^{-1}$). In column test, the simulated water, which consisted of As(V), Fe(III), Mn(II) and Ca(II) in tap water, was used. Fe-GAC column with 1 hr of pre-washing time treated As(V) effectively while GAC column removed Fe(III) better than Fe-GAC column. Moreover, the increasing pre-washing time from 1 to 9 hour in Fe-GAC column enhanced Fe(III) removal with little negative impact of As(V) removal. Mostly, the column filled with Fe-GAC and GAC (i.e. the mass ratio of Fe-GAC:GAC = 2:8) showed the higher treatability of both As(V) and Fe(III), even it operated with 1 hr pre-washing time.

Treatment of Seafood Wastewater Using AO$_2$ System with PU-AC Media (담체가 첨가된 AO$_2$공법을 이용한 수산물 가공폐수의 처리)

  • Lee, Soon;Park, Sang-Won
    • Journal of Korean Society of Environmental Engineers
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    • v.30 no.6
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    • pp.666-672
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    • 2008
  • Feasibility of simultaneous removal of organic matter, nitrogen and phosphorus was evaluated by applying AO$_2$ system to treat wastewater from a seafood processing plant. Treatability test was conducted by incorporating activated sludge from municipal sewage treatment plant with PU-AC media. Inflow concentrations of COD, TN, and TP were 198$\sim$1,240 mg/L, 75$\sim$577.4 mg/L, and 2.2$\sim$53.5 mg/L, respectively. Average removal efficiencies and outflow concentration of COD, TN, and TP were 86.5%, 65.7 mg/L; 81.4%, 53.1 mg/L; and 80.6% 4.07 mg/L, respectively. Stable operation was possible by increasing organic matter, nitrogen, and phosphorus loading rate to seafood wastewater treatment system composed of anaerobic and aerobic reactors. Used PU-AC media was proved to be biodegradable in this AO$_2$ system by maintaining high biomass concentration in the PU-AC media.