• Title/Summary/Keyword: Filtration type

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Taeyoung Submerged-type Membrane Filtration for Advanced Drinking Water Treatment (태영 침지식 막여과 고도정수처리)

  • Yeon, Kyeongho;Cho, Jaebeom;Lee, Yunkyu;Kang, Hojung;Kim, Woogu
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.4
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    • pp.15-27
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    • 2013
  • In order to plan out the Daegu G membrane filtration water treatment plant, water quantity, water quality and process stability were evaluated using the field pilot-scale tests, during the six months of continuous operation, including low water temperature period. The field model experiments, which were carried out according to the Installation Criteria of Ministry of Environment, consisted of two series : series 1 - water quality verification, and series 2 - membrane process evaluation. The process water quality met all drinking water standards with less than 0.03 NTU. Moreover, process operation showed a stable membrane pressure with 99% of recovery ratio. This shows that the tests were properly designed in terms of the influence of water loading and temperature. In conclusion, the purpose of this study is to establish core technology for advanced drinking water treatment, through on-going accumulation of engineering and construction know-how.

Determination of the Groundwater Yield of horizontal wells using an artificial neural network model incorporating riverside groundwater level data (배후지 지하수위를 고려한 인공신경망 기반의 수평정별 취수량 결정 기법)

  • Kim, Gyoo-Bum;Oh, Dong-Hwan
    • The Journal of Engineering Geology
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    • v.28 no.4
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    • pp.583-592
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    • 2018
  • Recently, concern has arisen regarding the lowering of groundwater levels in the hinterland caused by the development of high-capacity radial collector wells in riverbank filtration areas. In this study, groundwater levels are estimated using Modflow software in relation to the water volume pumped by the radial collector well in Anseongcheon Stream. Using the water volume data, an artificial neural network (ANN) model is developed to determine the amount of water that can be withdrawn while minimizing the reduction of groundwater level. We estimate that increasing the pumping rate of the horizontal well HW-6, which is drilled parallel to the stream direction, is necessary to minimize the reduction of groundwater levels in wells OW-7 and OB-11. We also note that the number of input data and the classification of training and test data affect the results of the ANN model. This type of approach, which supplements ANN modeling with observed data, should contribute to the future groundwater management of hinterland areas.

Advanced Wastewater Treatment using Bioreactor Combined with Alternative Membrane (하수의 고도처리를 위한 저비용 저에너지의 대체 막을 조합한 생물반응기의 개발)

  • Kim, Dong-Ha
    • Journal of Korean Society of Water and Wastewater
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    • v.19 no.1
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    • pp.25-30
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    • 2005
  • In order to decrease the high costs of membrane process, we have tried to develop two alternatives to membrane; a cartridge type filter and a metal membrane were tested for the high permeation flux with low cost and low energy. This research mainly focused on three points; 1) operation with high permeation flux by using of a cartridge type filter and a metal membrane, 2) removals of the filterable organic materials (FOC) by pretreatments for the membrane fouling control, and 3) advanced wastewater treatment by SMBR process with intermittent aeration and high MLSS. An Intermittently aerated membrane bioreactor using a submerged micro filter (cartridge type) was applied in laboratory scale for the advanced wastewater treatment. To minimize membrane fouling, intermittent aeration was applied inside of the filter with $3.0kg_f/cm^2$. The experiments was conducted for 6 months with three different HRTs (8, 10, 12 hr) and high MLSS of 6,000 and 10,000mg/L. The filtration process could be operated up to 50 days with permeation flux of 500LMH. Regardless of the operating conditions, more than 95% of COD, BOD and SS were removed. Fast and complete nitrification was accomplished, and denitrification was appeared to be the rate-limiting step. More than 75% T-N could be removed due to the endogenous denitrification. T-P removal efficiency was increased to 80% under the condition of MLSS 10,000mg/L.

Characterization and Pharmacological Effect of Mung Bean Trypsin Inhibitor (녹두(Vigna radiata L.) Trypsin Inhibitor의 정제 및 약물학적 특성)

  • 문성은;신영희
    • Journal of Life Science
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    • v.12 no.5
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    • pp.528-534
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    • 2002
  • A kypsin inhibitor was isolated and purified from Mung bean (Vigna radiata L. wilczek) which has been used as a galenic and traditional food. In addition, we evaluated the pharmacological effect of the mung bean trypsin inhibitor (MBTI) using septic shock induced guinea pig model. Purification was carried out by Sephadex G-50 gel filtration, DEAE-cellulose ion exchange chromatography, and trypsin affinity column. The molecular weight of MBTI was estimated to be about 8,000 Da by 20% SDS-PACE under reducing condition. The chemically determined partial amino acid sequences of the purified MBTI perfectly coincide with those of previously reported MBTI which is BBI type trypsin inhibito. (Bowman-birk inhibitor type). These results suggest that the purified MBTI is authentic. Hypotension shock was prevented by the pretreatment of the MBTI (10 mg/kg of the body weight) on the septic shock guinea pig model caused by psedomonal elastase.

Design Parameters of Riverbed Filtration Estimated from Geochemical Data (지구화학적 해석을 이용한 하상여과 설계인자에 대한 연구)

  • Cho, Kang-Hee;Kim, Bong-Ju;Ahn, Joong-Hyuk;Rhim, Ki-Sung;Choi, Nag-Choul;Park, Cheon-Young
    • The Journal of Engineering Geology
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    • v.23 no.4
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    • pp.493-502
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    • 2013
  • This study investigates the design parameters for riverbed filtration (RBF) based on the geochemistry of river water and groundwater. The study area consists of alluvium, and the area is readily affected by non-point sources of chemical contaminants in the surface environment; this is expected to affect the design parameters for RBF. River and groundwater samples were collected at three points along the river flow and at nine points along a transect normal to the river, respectively. The geochemical data indicate that the sources of individual chemical contaminants are industrial facilities and agricultural activity near the study area. In addition, The samples are mainly Ca-Na-$HCO_3$, Ca-Cl, and Ca-$HCO_3$-Cl type waters. The design parameters of RBF in the study area should consider K, $HCO_3$, $NO_3$, and Cl. We divided the study area into three regions based on the concentrations of stable nitrogen isotopes: Region A, the origin of the river and denitrification; Region B, denitrification in the flow direction of tributaries; and Region C, the origin of natural soil, sewage, and anthropogenic pollution.

Interlaboratory Study for Cryptosporidium and Giardia Test Methods in Water (정수장 원생동물 분석방법의 국내 실험실간 교차시험 연구)

  • Chung, Hyenmi;Park, Sangjung;Kim, Daekyun;Park, Sanghee;Kim, Reeho;Lee, Sangho;Cho, Joorae;Lee, Kyeunghee;Park, Jonggeun;Lee, Mokyoung;Byun, Seungheon;Cho, Eunju;Rhim, Yeontaek
    • Journal of Korean Society on Water Environment
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    • v.22 no.2
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    • pp.321-327
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    • 2006
  • This interlaboratory study was designed to evaluate protozoan test methods in water and to predict the major causes of deviation of the methods. Each of four laboratories with previous experience of protozoa analysis in water participated, and met the initial performance criteria of EPA 1623 method provided. The protozoan analysis procedure consists of filtrations, concentration, immunomagnetic separation, dyeing (staining) and counting with observation. We tested three different filtration equipments: capsule filter for 10 L of surface water, and high volume (HV) capsule filter and membrane filter for 100 L of finished water. When the recovery of each step of the procedure was evaluated with EasySeed, the commercial stock of each 100 Cryptosporidium and Giardia, immunomagnetic separation and filtration step were the most crucial steps affecting the stability of the recovery, especially for Cryptosporidium. There was no significant difference of recovery among the filtration methods. Recovery of protozoa from source water were evaluated with spiked EasySeed as matrix tests. The recoveries of Giardia increased significantly in the matrix tests compared those in the deionized water. We also applied red stained mixture stocks of Cryptosporidium and Giardia called ColorSeed as internal standards of water sample tests. The recoveries of both EasySeed and ColorSeed in samples tested were within the range of the criteria, however, the Giardia recoveries using ColorSeed decreased significantly. Further optimization study with ColorSeed will be necessary, considering the convenience of using the internal standard without additional sample analysis. The significant factors of the recovery variation were identified as the differences of laboratories as well as water quality and type of the stock for spiking. The results of this study emphasize the importance of the quality assurance program for protozoan analysis lab in water.

Effect of night shift work on the reduction of glomerular filtration rate using data from Korea Medical Institute (2016-2020)

  • Beom Seok Ko;Sang Yop Shin;Ji Eun Hong;Sungbeom Kim;Jihhyeon Yi;Jeongbae Rhie
    • Annals of Occupational and Environmental Medicine
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    • v.35
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    • pp.22.1-22.9
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    • 2023
  • Background: Shift work increases the risk of chronic diseases, including metabolic diseases. However, studies on the relationship between shift work and renal function are limited. The aim of this study was to investigate the association between shift work and a decreased glomerular filtration rate (GFR). Methods: Data were evaluated for 1,324,930 workers who visited the Korean Medical Institute from January 1, 2016 to December 31, 2020 and underwent a health checkup. Daytime workers were randomly extracted at a ratio of 1:4 after matching for age and sex. In total, 18,190 workers aged over 40 years were included in the analyses; these included 3,638 shift workers and 14,552 daytime workers. Participants were categorized into the shift work group when they underwent a specific health checkup for night shift work or indicated that they were shift workers in the questionnaire. The odds ratio was calculated using a conditional logistic regression to investigate the relevance of shift work for changes in GFR. Results: 35 workers in the shift group and 54 in the daytime group exhibited an estimated GFR (eGFR) value of < 60 mL/min/1.73m2 (p < 0.01). The difference in eGFR values between two checkups differed significantly depending on the type of work (p < 0.01); the difference in the shift work group (-9.64 mL/min/1.73 m2) was larger than that in the daytime work group (-7.45 mL/min/1.73 m2). The odds ratio for eGFR reduction to < 60 mL/min/1.73 m2 in the shift group versus the daytime group was 4.07 (95% confidence interval: 2.54-6.52), which was statistically significant. Conclusions: The results of this study suggest that eGFR decreases by a significantly larger value in shift workers than in daytime workers; thus, shift work could be a contributing factor for chronic kidney disease (CKD). Further prospective studies are necessary to validate this finding and identify measures to prevent CKD in shift workers.

Purification and Characterization of Biosurfactants Produced by Pseudomonas sp. SW1

  • Suk, Wan-Su;Son, Hong-Joo;Lee, Geon;Lee, Sang-Joon
    • Journal of Microbiology and Biotechnology
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    • v.9 no.1
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    • pp.56-61
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    • 1999
  • Pseudomonas sp. SW1 grew and produced biosurfactants on 3% hexadecane as the energy and carbon source. As a result of biosurfactant synthesis, the surface tension of the medium was reduced from 72 dyne/cm to 30 dyne/cm. The properties of biosurfactants that were purified from Pseudomonas sp. SW1 were investigated. The purification procedure included acid precipitation from culture supernatant, silica gel G60 column chromatography, and Sephadex G-150 gel filtration. The biosurfactants were separated into two different types, viz., types I and II. Biosurfactant type Isignificantly reduced the surface tension of water from 72 to 27 dyne/cm at concentration levels above 30 mg/l. The surface tension of water was reduced to a minimum of approximately 30 dyne/cm by biosurfactant type II at concentration levels over 80 mg/l. The biosurfactants were effective in a wide range of pHs, at NaCl concentrations of up to 4%, at $CaCl_2$ concentration up to 100 mM, and at temperatures up to $200^{\circ}C$ for 8 h.

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A Study on the Potable Water Purification System with Pre-Ozone and Ultra Filtration Membrane of Hollow Fiber Type (전오존과 중공사형 한외여과막을 이용한 간이정수처리시스템에 관한 연구)

  • Kim, Min-Kuk;Chun, Yang-Kun
    • Journal of Korean Society on Water Environment
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    • v.21 no.2
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    • pp.196-204
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    • 2005
  • The objective of this study is to evaluate the possibility to apply pre-ozone and membrane system for drinking water. This system is improved in fouling control by pre-ozone system. It is composed of ultrafiltration hollow fiber type membrane and ozone reactor. The result of this study is that the flux is increased about 10.7% and decreased in TMP by the pre-ozone. Also, backwashing pressure decreased about 18%. The optimum concentration of residual ozone is 0.3~0.5 ppm. During the period, the recovery ratio of this system was turned out to be 90% as the flowrate of effluent is $67.1m^3/day$. When the TMP and backwashing pressure was $0.85kg/cm^2$ and $1.10kg/cm^2$, this system was stable without sudden fouling. Finally, the quality of effluent is satisfied the guidelines for potable water quality such as turbidity, color, E.coli, Mn, Al, Fe and so on.

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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    • v.17 no.2
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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.