• Title/Summary/Keyword: Filtration rates

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Study on the Theoretical and Experimental Application of Filtration-Permeation Method (여과-투과 방법의 이론적, 실험적 응용에 대한 연구)

  • Song, Yun-Min;Yim, Sung-Sam
    • Journal of Korean Society of Environmental Engineers
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    • v.30 no.2
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    • pp.161-167
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    • 2008
  • Using an experimental method named filtration-permeation, the influence of sedimentation during filtration was studied for the suspensions composed of particles and that of flocs. The average specific cake resistances measured by filtration do not give accurate values because of the sedimentations during filtration, but the permeation data give quite accurate values. The prolonged permeation rates for the cake formed from particulate suspension do not change, but that rate from the floc filtration changes by the sweeping of flocculant. It is proposed that the cake compressibility can be measured with one set of filtration-permeation experiment by step increase of pressure during permeation period. The another experimental method which can shorten experimental time for floc filtration using filtrationpermeation is also proposed.

Effects of Silt and Clay on the Rates of Respiration, Filtration and Nitrogen Excretion in Shellfish, Mactra veneriformis (동죽의 호흡률, 여수율 및 질소배설에 미치는 부니의 영향)

  • LEE Jeong-Yeol
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.27 no.1
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    • pp.59-68
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    • 1994
  • The effects of silt and clay, water temperature and salinity on the metabolic activities: rates of respiration, filtration and nitrogen excretion in the clam, Mactra veneriformis, were investigated in ranges of $0{\sim}250ppm,\;15{\sim}25^{\circ}C\;and\;10{\sim}30\%0$ respectively. The weight specific respiration rate decreased with shell length and significantly declined at lower temperatures and lower salinity levels. Average respiration rates, filtration rates and ammonia excretion rates of the clam groups declined as water temperature was lowered. The respiration rate(R) and the filtration rate(F) decreased as the concentration of silt and clay(C) increased, the relationships between the two parameters were expressed as a regression line, R=a+b LogC and LogF=a+b LogC, respectively. On the rearing experiment treated with 50ppm of silt and clay, the relationship between the accumulative mortality(M) and the elapsed day(T) was $M=0.0186T^{2.7965}$, and the median lethal time was calculated at 16.8 days. From the rearing experiment, both rate of respiration and ammonia nitrogen excretion of experimental groups and control groups decreased with elapsed days, the rates of experimental groups, especially declined more compared with those of the control groups.

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Design of a Water Reuse System Combined with a Fiber Filtration and Electrolysis (섬유여과기와 전기분해조를 병합한 물 재이용 시스템 설계)

  • Shin, Choon-Hwan
    • Journal of Environmental Science International
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    • v.24 no.11
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    • pp.1385-1391
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    • 2015
  • A water reuse system was designed for a demonstration plant by combining fiber filtration and electrolysis. A discharged dye wastewater after treated with biomedia was used in this study. It was found that an additional removal of suspended solids (SS) was feasible with 2-stage filtration while electrolysis was not effective. Also, $COD_{cr}$ and $COD_{Mn}$ were not removed with 2 -stage filtration but electrolysis resulted in about 26.9% additional removal. This indicates that electrolysis play an important role in organic removal. Removal of T-N and T-P was negligible with 1 and 2-stage fiber filtration and low-level electrolyte. However, with 2000 ppm of electrolyte, their removal efficiencies were about 83.1 and 60%, respectively, suggesting that the removal rates are well associated with the electrolyte concentrations. With high-level electrolyte, colority was removed about 82% while chlorine ions were removed only about 10%. Therefore, to treat underground water containing high-level salinity in the follow-up study, based on the results in this paper, a combined system with selection of additional unit process and reverse osmosis will be designed.

Temperature Tolerance and Physiological Changes of Blood Cockle, Tegillarca granosa (꼬막, Tegillarca granosa의 수온내성과 생리적 변화)

  • SHIN Yun Kyung;MOON Tae-Seok
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.38 no.4
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    • pp.251-256
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    • 2005
  • For blood cockle Tegillarca granosa acclimated to winter and summer seasons, survival, temperature tolerance and physiological changes at different individual size were investigated for their temperature tolerances by increasing and decreasing temperature at a rate of 1, 2 and $3^{\circ}C/day$. The survival rate of adults and juveniles T. granosa acclimated to winter temperatures began to decrease from $32^{\circ}C$ and all experimental animals died between $37-39^{\circ}C$. In the case of animals acclimated to summer temperatures, the survival rates of adults and juveniles began to decrease from $35^{\circ}C$, and all died at temperatures between $40-44^{\circ}C$. The upper $LT_{50}$ was $27.72^{\circ}C$ for adults and $28.36^{\circ}C$ for juveniles. On the other hand, when the temperature was decreased from $4^{\circ}C\;to\;0^{\circ}C$ in order to investigate lower temperature tolerances, the survival rate of T. granosa was more than $70\%\;at\;2^{\circ}C$ for 25 days. Lower L T 50 was $2.09^{\circ}C$ for adults and $2.34^{\circ}C$ for juveniles. There was no effective difference in temperature tolerance between adults and juveniles. Filtration and respiration rates of T. granosa showed a similar aspect with increase and decrease of temperature. Filtration and respiration rates exhibited irregular conditions of a broken biological rhythm as the group acclimated to winter $(10 ^{\circ}C)$ and summer $(25^{\circ}C)$. In the case of decreasing temperature, filtration and respiration rates of T. granosa reduced to a minimum below $6^{\circ}C$

AEROBIC DEGRADATION OF A NON-IONIC SURFACTANT IN A MEMBRANE BIOREACTOR(MBR)

  • Choi, In-Su;Wiesmann, Udo
    • Environmental Engineering Research
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    • v.12 no.2
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    • pp.81-91
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    • 2007
  • A membrane bioreactor (MBR) was used to investigate the aerobic degradation of foam active substance - non-ionic surfactant, APG 2000 UP. The surface aeration using the propeller loop reactor (PLR) guaranteed sufficient $O_2$ for substrate removal and bacteria growth and avoided foam development. Moreover, the cross-flow membrane filtration enabled the separation of the bacteria still loaded with surfactant in the collecting container. The biological degradation of the surfactant with varying hydraulic retention time (HRT) and influent concentration $c_{S0}$ showed high substrate removal of nearly 95% at high volumetric loading rates up to $7.4\;kgCOD\;m^{-3}d^{-1}$ and at sludge loading rates up to 1.8 kgCOD $(kgVSS\;d)^{-1}$ for biomass concentration $c_B\;{\approx}\;constant $. The increasing $c_B$ from 3.4 to $14.5\;gL^{-1}$ TSS respectively sludge retention time (SRT) from 5.1 to 442 d under complete biomass retention by the membrane filtration resulted in high removal of substrate ${\alpha}\;>\;90%$ with reducing excess sludge production.

A Study on Backwashing of Granular Fiters Used in Water Treatment (정수처리를 위한 여과지의 역세척에 관한 연구)

  • Lee, Jung Taek;Ahn, Jong Ho;Choi, Keun Ho
    • Journal of Korean Society of Water and Wastewater
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    • v.13 no.3
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    • pp.61-72
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    • 1999
  • To obtain the experimental data for design and operation of actual filtration processes, a sand filter and three kinds of dual media filters in pilot-plant scale were operated in this study. We analyzed the effect of filter medium composition on the filter performance and the effects of backwash water flow rates, length of stream line and air flow rate on the filter backwash efficiency. We also compared the efficiencies of the combined air-water backwashing and the water backwashing in dual media filters. As the backwash water flow rates or the length of stream line increased, the final turbidity of backwash water was decreased and the filtration duration time after backwash was increased. In the case of the combined air-water backwashing, the backwash water quantity needed for backwashing the dual media filters could be decreased. The total volume of filtered water for the dual media filters during filter run was over three times larger than that for the sand filter. The dual media filters could be operated at a high filtration rate of 360 m/day.

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Temperature and Salinity Tolerance of the Manila Clam, Ruditapes philippinarum (바지락 (Ruditapes philippinarum)의 온도 및 염분 내성)

  • SHIN Yun-Kyong;KIM Yoon;CHUNG Ee-Yung;HUR Sung-Bum
    • Korean Journal of Fisheries and Aquatic Sciences
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    • v.33 no.3
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    • pp.213-218
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    • 2000
  • Tolerance on temperature and salinity of Ruditapes philippinarum was investigated in five different salinity, $32.0,\;25.6,\;19.20,\;12.80,\;6.40,\;3.20{\%_{\circ}}$ with increasing continuously $1^{\circ}C/day 2^{\circ}C/day\;and\;3^{\circ}C/day$ water temperature. R. philippinarum was acclimated to $18^{\circ}C\;and 25^{\circ}C$ before the experiment. Oxygen consumption rates and filtration rates of R. philippinarum were estimated during the experiment. $LT_{50}$ of two stocks acclimated to $18^{\circ}C\;and\;25^{\circ}C$ were similar. However, the maximum tolerance temperature of a stock acclimated $18^{\circ}C\;was\;36^{\circ}C$ while a stock acclimated $25^{\circ}C\;was\;37^{\circ}C$. This suggested that the higher water temperature a stock acclimated, the higher tolerance a stock showed, The surival rates of R. philippina겨m with the changes in salinities decreased below $19,2\;{\%_{\circ}}\;at\;18^{\circ}C\;and\;25^{\circ}C$. Oxygen consumption rates in the experimental group acclimated at $18^{\circ}C$ reduced with decreasing of salinity concentrations, while those of the experimental group acclimated at $25^{\circ}C$ showed irregular trend. Filtration rates revealed the maximum at 24{\~}28^{\circ}C$ in the experimental group acclimated ai $18^{\circ}C\;and\;31{\~}33^{\circ}C\;in\;those\;at\;25{\circ}C$. Filtraton rates shanty decreased at the lower salinity concentrations.

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Estimating Groundwater Level Change Associated with River Stage and Pumping using Time Series Analyses at a Riverbank Filtration Site in Korea

  • Cheong, Jae-Yeol;Hamm, Se-Yeong;Kim, Hyoung-Soo;Lee, Soo-Hyoung;Park, Heung-Jai
    • Journal of Environmental Science International
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    • v.26 no.10
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    • pp.1135-1146
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    • 2017
  • At riverbank filtration sites, groundwater levels of alluvial aquifers near rivers are sensitive to variation in river discharge and pumping quantities. In this study, the groundwater level fluctuation, pumping quantity, and streamflow rate at the site of a riverbank filtration plant, which produces drinking water, in the lower Nakdong River basin, South Korea were interrelated. The relationship between drawdown ratio and river discharge was very strong with a correlation coefficient of 0.96, showing a greater drawdown ratio in the wet season than in the dry season. Autocorrelation and cross-correlation were carried out to characterize groundwater level fluctuation. Autoregressive model analysis of groundwater water level fluctuation led to efficient estimation and prediction of pumping for riverbank filtration in relation to river discharge rates, using simple inputs of river discharge and pumping data, without the need for numerical models that require data regarding several aquifer properties and hydrologic parameters.

A laboratory study on synthetic fiber filter for further treatment of turbid stormwater from construction sites

  • Yuan, Qingke;Kim, Youngchul
    • Membrane and Water Treatment
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    • v.10 no.2
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    • pp.105-112
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    • 2019
  • On the purpose of conform the more stringent government regulation for turbid stormwater from construction sites, the feasibility and availability of synthetic fiber placing after the conventional protection barrier were tested in this study. Initially, comparative work on the filtering performance of fiber media and conventional gravel filter was carried out, 27% higher filtration capacity was obtained under the similar operational conditions. The filter efficiency was about 20 to 52% with a varying filter depth of 5 to 15cm, presuming at extreme storm flow conditions (800-1500 m/day of filtration rates). Fiber filter was found to have a similar filtration prosperity as grain media; namely, the separation efficiency is directly and inversely proportional to filter depth and rate, respectively. The effects of filter aid (polyaluminium chloride) on filter performance was also investigated, it greatly affected the turbidity reduction at the dosage of 2 mg/L. At the time of breakthrough, a simple filter washing was carried out, herein, the solid recovery achieved over than 88% and greatly determined by operational parameters. Based on the operational data, the empirical models aimed for predicting filtration efficiency were established, which can effectively determine the required filter depth and filtration area in field.

A Study on Glomerular Filtration Rate Comparisons between Gates Method and Modified Gates Method used in Dynamic Renal Scintigraphy (동적 신장 신티그래피 검사 시 사용되는 Gates 법과 Modified Gates 법의 사구체 여과율 비교에 관한 고찰)

  • Ham, Jun-Cheol;Bahn, Young-Kag;Park, Min-Soo;Cho, Seok-Won;Lim, Han-Sang;Kim, Jae-Sam;Lee, Chang-Ho
    • The Korean Journal of Nuclear Medicine Technology
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    • v.16 no.1
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    • pp.96-101
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    • 2012
  • Purpose: Glomerular filtration rate is an important index for assessment of renal function, early discovery of renal disease, and progress observation of chronic renal disease patients. In the present study, the objective is to conduct a comparative analysis of differences between Gates and Modified Gates method in dynamic renal scintigraphy based on MDRD (Modification of Diet Renal Disease) formula using blood collection. Materials and Methods: Renal scintigraphy was performed for 45 patients who visited our hospital between November 2010 and August 2011. For 20 patients of those tested, glomerular filtration rates from Gates method and MDRD formula using AGUS equipment, were compared. For the other 20 patients, glomerular filtration rates from Modified Gates method and MDRD formula using INFINIA equipment. Finally, Gates and Modified Gates method were compared for 5 patients who indicated no change in glomerular filtration rates from MDRD formula during progress observation. Results: Glomerular filtration rates from both Gates and Modified Gates method showed a high correlation with those from MDRD formula ($p$<0.01, r=0.903, r=0.867), with a paired difference mean for Gates method of $2.05{\pm}2.54mL/min/1.73m$, and that for Modified Gates method of $25.2{\pm}3.71mL/min/1.73m$. Finally, the values for Gates method and those for Modified Gates method showed a high correlation for the five patients ($p$<0.05, r=0.949), with a paired difference mean of $20.4{\pm}8.84mL/min/1.73m$. Conclusion: Glomerular filtration rates from Gates method, Modified Gates method and MDRD formula showed mutually high correlations. If the tests are performed with recognition for the correlations between Gates and Modified Gates method used in a dynamic renal scintigraphy, then an accurate assessment of renal function is considered possible with an improved diagnostic ability.

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