• 상하수도학회지
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• 제22권1호
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• pp.93-103
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• 2008

This study was conducted to optimize a unidirectional flushing program in distribution pipes by analysis of water pressure, velocity, quality, and other parameters during flushing. As a result, correlation coefficient between flushed pipe length and the flushing duration was obtained $R^2=0.83$ and the equation $Y_{Time}=0.0571{\cdot}X_{Pipe\;length}+4.7648$ for 10 pipes. The averaged flushing velocity in the pipes, 1.1 m/s, was enough to remove loose deposits on the inner wall of the pipes. 3 of 92 water samples taken during flushing met the National Drinking Water Quality Standard for Fe and Mn, but not for Al. Turbidity less than 1 NTU is suggested for the appropriate criteria to finish flushing in pipes. The coefficient of determination ($R^2$) between turbidity and TSS was 0.95 and the equation was induced as $Y_{TSS}=1.2068{\cdot}X_{Turbidity}$. The amount of removed deposits could be estimated from the turbidity data of discharged water in field because turbidity and TSS in the discharged water is highly correlated.

• 멤브레인
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• 제23권4호
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• pp.267-277
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• 2013

고도정수처리를 위한 관형 세라믹 정밀여과와 이산화티타늄($TiO_2$) 광촉매 첨가 PES (polyethersulfone) 구의 혼성공정에서 역세척 주기(FT)와 역세척 시간(BT)의 영향을 막오염에 의한 저항($R_f$) 및 투과선속(J), 총여과부피($V_T$) 측면에서 기존의 질소 역세척 결과와 비교하였다. FT가 짧아질수록 $R_f$는 감소하고 J와 $V_T$는 증가하였다. 탁도의 처리효율은 물과 질소역세척 모두 NBF (no back-flushing)에서 최대이고, FT가 짧아질수록 처리효율이 다소 증가하였다. 유기물질 처리효율은 물역세척 시 FT 4분에서 최대이었으나, 질소 역세척 시 FT가 짧아질수록 증가하였다. BT가 길어질수록 $R_f$와 가역적 막오염 저항($R_{rf}$)은 감소하고, J와 $V_T$는 증가하였다. 탁도 처리효율은 물 역세척 시 98% 이상으로 거의 일정하였으나, 질소 역세척 시 NBF를 제외하고 BT가 길어질수록 증가하였다. 유기물질 처리효율은 물 역세척시 BT 6초에서 최대이고, 질소 역세척 시 NBF를 제외하고 BT가 길어질수록 증가하였다. BT 30초와 FT 2분에서 최대 $V_T$값을 나타내어서, 본 실험 범위에서 최적 조건은 FT 2분마다 BT 30초이다.

• International Journal of Internet, Broadcasting and Communication
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• 제14권3호
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• pp.161-170
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• 2022

Recently, NAND-type flash memory has been regarded to be new promising storage media for large-scale database systems. For flash memory to be employed for that purpose, we need to reduce its expensive update cost caused by the inablity of in-place updates. To remedy such a drawback in flash memory, we propose a new flash-aware buffering scheme that enables virtual flushing of dirty pages. To this end, we slightly alter the tradional algorithms used for the logging scheme and buffer management scheme. By using the mechanism of virtual flushing, our proposed buffering scheme can efficiently prevent the frequenct occureces of page updates in flash storage. Besides the advantage of reduced page updates, the proposed viurtual flushing mechanism works favorably for shorneing a recocery time in the presense of failure. This is because it can reduce the time for redo actions during a recovry process. Owing to those two benefits, we can say that our scheme couble be very profitable when it is incorporated into cutting-edge flash-based database systems.

• Journal of Korean Biological Nursing Science
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• 제16권3호
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• pp.251-257
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• 2014

Purpose: Little is known about appropriate interval periods between the heparin flushing of implanted ports after completion of chemotherapy. The purpose of this study was to describe the current status of interval of heparin flushing for maintenance of an implanted port in solid tumor patients. Methods: We performed a retrospective review of all patients who had undergone implanted port removal in 2012 at the Seoul St. Mary's Hospital. The subjects were 90 patients who, after completion of chemotherapy, retained their ports for extended periods of time. Results: The mean number of flushes of heparin was 4. Compliance with visits for implanted port maintenance varied with the individual, and the mean accession times were in the range between 13 days and 243 days. The overall mean time between flushes was 66 days. One patient showed resistance during flushing. Conclusion: Our results demonstrate that extending the flushing interval to a maximum of 8 weeks remains medically safe. Less frequent heparin flushing of an implanted port decreases medical expenditure and the workload of medical professionals; it also improves the patient's satisfaction.

• 한국산림과학회지
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• 제87권2호
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• pp.194-200
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• 1998

천연림내의 참나무류와 자연 수분된 종자 및 인공적인 종간 교잡 종자를 양묘해서 키운 묘목의 종 및 잡종 간의 개아기(開芽期) 차이를 조사하였다. 금산연습림(禁山演習林)의 천연림에서 개아(開芽)는 Q. crispula > Q. anguste-lepidota > Q. takatorensis ${\fallingdotseq}$ Q. serrate > Q. dentata 순으로 진행되었다. 자연 수분된 종자로 양묘한 묘목에서는 Q. aliena ${\fallingdotseq}$ Q. crispula > Q. anguste-lepidota > Q. takatorensis ${\fallingdotseq}$ Q. serrate > Q. dentata 순으로 개아(開芽)하였다. 종간 교잡의 묘목에서 $F_1$의 개아기(開芽期)는 양친종의 사이에 속했지만, 개아기(開芽期)가 빠른 양친의 영향을 보다 크게 받는 것으로 나타났다. 종간교잡의 결과를 통해서 추정할때 참나무류의 개아기(開芽期)의 빠르고 느린 특성은 유전적인 지배를 받아, 후대에 유전되는 것으로 사료된다.

• 멤브레인
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• 제19권3호
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• pp.194-202
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• 2009

본 연구에서 처리수를 이용한 주기적인 역세척은 춘천시 공지천의 관형 세라믹 한외여과막에 의한 고도정수처리 시스템에서 막오염을 저감하고 투과선속을 향상시키고자 수행되었다. 일정한 역세척 시간(BT) 15초에서 여과시간 즉, 물 역세척 주기(FT) 2분이 가장 높은 무차원 투과선속(초기 투과선속에 대한 투과선속)과 가장 낮은 막오염 저항값을 보였다. 또한, FT 10분으로 고정한 BT 영향의 결과에서 BT 20초가 가장 낮은 막오염 저항과 가장 높은 무차원 투과선속을 나타내어, 가장 많은 총여과부피 107.3 L를 얻을 수 있었다. 결론적으로 공지천의 정수처리에서 FT 10분과 BT 20초가 최적조건으로 관형 알루미나 정밀여과의 선행 연구결과와 정확히 일치하였다. 한편 관형 세라믹 한외여과 시스템에 의한 오염물질 평균제거율은 탁도 97.0%, 망간법에 의한 COD 32.1%, 암모니아성 질소 28.8%, 총인 54.4%로 나타났다.

• 한국식품저장유통학회지
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• 제4권3호
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• pp.265-270
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• 1997

Effect of modified atmosphere packaging conditions on quality changes of dry jujube was investigated. Dry jujubes with moisture content of 26.7% were packaged in PET/Al/PE film pouches with modified atmospheres. The tested packages include those with normal air, vacuum, CO2 flushing, N2 flushing and O2 scavenger. Packages were stored at 25$^{\circ}C$ for 6 months, during which ascorbic acid concentration, browning level, titratable acidity and surface color were measured. Generally modified atmosphere packages could improve quality retention of dry jujubes except that vacuum package resulted in large surface color change. CO2-flushed package showed the best quality retention of high ascorbic acid content and low browning during 112 days, but caused high amounts of ascorbic acid destruction and browning in longer storage. In all the modified atmosphere packages titratable acidity reached a maximum followed by decline and subsequent rise, while it increased linearly with time in normal air package. Considering ascorbic acid retention browning level and surface color changes during 112 days, the packages of CO2 flushing and N2 flushing were better than others.

• 한국환경복원기술학회지
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• 제10권5호
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• pp.76-86
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• 2007

For the purpose of ground improvement by means of soil flushing systems. Incorporated technique with prefabricated vertical drains have been used for dewatering from fine-grained soils. The laboratory model tests were performed by using the flushing tracer solutions for silty soils and recorded the tracer concentration changes with the elapsed time and flow rates. A mathematical model for prediction of contaminant transport using the PVD technology has been developed. The clean-up times for the predictions on both soil condition indicate more of a sensitivity to the dispersivity parameter than to the extracted flow rate and vertical velocity parameters. Based on the results of the analyses, numerical analysis indicate that the most important factor to the in-situ soil remediation in prefabricated vertical drain system is the effective diameter of contaminated soil.

• 한국지하수토양환경학회지:지하수토양환경
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• 제18권6호
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• pp.38-47
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• 2013

This study was performed to identify the optimal operating conditions and to evaluate the xylene removal efficiency, applying in-situ soil flushing with the low concentrated solution of 'Tween 80' at the xylene contaminated site. The pilot scale test site ($5m{\times}5m{\times}3m$), was mainly composed of 'sandy loam', with the average hydraulic conductivity of $9.1{\times}10^{-4}cm\;s^{-1}$. The average xylene concentration of the site was 42.1 mg $kg^{-1}$, which was more than 2.5 times higher than Korea soil pollution warning limit (15 mg $kg^{-1}$). For the soil flushing, 7,800 L of 0.1~0.2% surfactant solution was injected into three injection wells at the average injection time of 9 hr $d^{-1}$ for 10 days, followed by the additional only groundwater injection of 6,000 L. The same amount of the effluent solution was extracted from three extraction wells. From the analysis for xylene concentration of all effluent at 3 extraction wells, total 166 g of xylene was removed by in-situ surfactant flushing. Even though the residual xylene concentrations of 7 soil sampling locations in the test site were different due to the soil heterogeneity, from the comparison of xylene concentration at 7 locations before/after the feasibility test, 53.9% of the initial xylene in the site was removed from three extraction wells (mainly Ext-N and Ext-M well). The results showed that the in-situ soil flushing by using low concentrated 'Tween 80' solution had a great potential to remediate the xylene contaminated site.

• 대한토목학회논문집
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• 제14권6호
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• pp.1453-1463
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• 1994

항만의 단기 관측자료에 의한 해수의 수송은 조석잔차류와 바람응벽 등으로 해수의 평형상태를 유지하기 어렵다. 이로 인해 순 용적수송량이 만외로 유출되어야 함에도 불구하고 짧은 주기동안 만내로 유입됨으로써 담수 교체시간을 계산할 수 없었다. 본 연구는 1 조석 주기의 단기관측과 유역의 강우량 자료로부터 SCS의 유효강수량을 계산함으로써 담수 교체시간의 추정가능성을 검토하였다. 완전혼합을 가정하여, 여름철 마산만에 적용된 담수 교체시간은 외해수의 염분변화에 따라 10.9~15.3일로 분포하였다. 이는 여름철 마산만에서 순 용적 수송량(NVT)에 의한 평균 체류시간 13.9일에 상당히 근접된 값이다. 강한 성층을 이룬 홍수기의 경우 2층모델에 적용하면, 만구에서 교체시간은 1.2일로 추정되어 완전혼합모델에서 얻은 2.1일보다 작은 값이다. 이것은 홍수기에 유입된 담수가 대부분 상층을 통하여 만외로 유출되기 때문이다. 또 마산만에서 얻은 담수 유입량 $Q_r$과 교체시간 t와의 상관관계식을 완전혼합과 2층 모델의 2가지 조건으로 나타내었고, 이들이 비선형적 관계를 가지고 있음을 알 수 있었다. 이런 관계는 보스톤 내만에서 직접 하천 유입량을 조사한 결과와 근접된 형태를 보였다. 따라서 이 식들은 만의 흐름구조와 농도의 성층정도에 따라 달리 적용할 수 있고, 담수유입량의 변동에 의한 담수 교체시간의 예측을 가능케 한다. 그러므로 순 용적 수송량의 계산으로 구할 수 없는 단기관측자료는 SCS 유출곡선지수법에 의해 담수 교체시간의 추정이 가능할 것이다.