• 제목/요약/키워드: Effective Water Head

검색결과 103건 처리시간 0.026초

초음파치료가 종양세포에 미치는 효과 (Effects of Continuous Therapeutic Ultrasound on Subcutaneous Murine Melanoma)

  • 김지원;이국일;한재문
    • 한국전문물리치료학회지
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    • 제4권1호
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    • pp.11-19
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    • 1997
  • The use of therapeutic ultrasound(US) in humans with malignant neoplasms has been contraindicated in physical therapy practice. Some studies have shown that results after application of US differ according to tumor type and penetration depth. The purposes of this study were to determine the effects of US on melanoma in mice and to determine treatment dosage. Twenty-four female C57BL/6 mice, age 8 weeks. The right flank of all mice was shaved, and a 0.1 ml suspension of cells was injected subcutaneously into the animals' right flank. In this study, 24 subjects were randomly divided into three groups: experimental group 1(n=8), experimental group 2(n=8), control group(n=8). In the experimental group 1, animals received continuous 3 MHZ US treatment, administered at $2.0W/cm^2$ for five minutes. In experimental group 2, animals received continuous 3 MHz US treatment, administered at $1.0W/cm^2$ for 5 minutes. The control group received the same handling as other experimental groups, including rodent chow, water, US gel application but US head pressure without the power turned on. After 10 days treatment, all mice were killed with a potassium solution. Tumors were excised and weighed on an electrical balance and fixed in a 10% neutral buffered formalin solution. Tumor weights were smaller in experimental group 2(0.3838 g) than in the control group(0.6275 g). Tumor weights of the experimental group 1(0.015 g) were smaller than those of experimental group 2. Continuous therapeutic US decreased the weight of subcutaneous melanoma tumors in mice. The treatment dosage($2.0W/cm^2$) we suggest was more effective than earlier studies on decreasing tumor size with ultrasound.

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Effects of Diols on the foaming and emulsion properties in surfactant solutions

  • Lee, Giam;Oh, Seong-Geun
    • 한국응용과학기술학회지
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    • 제39권4호
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    • pp.488-498
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    • 2022
  • 본 연구에서는 계면활성제 용액에서 1,3-Butanediol, 1,2-Pentanediol, 1,2 Hexanediol 들이 cmc, 표면장력, 기포력 및 유화력에 미치는 영향을 연구 하였다. 계면활성제 수용액에 diol의 첨가는 cmc와 표면장력 저하를 초래 하였으며 기포력 및 유화력은 향상 되었다. 이러한 경향은 diol의 사슬길이가 길수록 현저 하였다. 이러한 특성은 diol의 알킬사슬과 계면활성제 분자간에 소수성 상호작용이 물분자간의 응집력을 감소시키고, 계면에서 계면활성제 headgroup간 상호작용을 증진시키기 때문이다. 또한 각 diol의 방부력을 평가하기 위하여 MIC 측정을 수행 하였으며 방부력은 1,2-HDO > 1,2-PDO > 1,3-BDO 순서였다. 본 연구의 결과들은 diol들이 화장품에서 보조 계면활성제와 방부제로 이용될 수 있음을 확인 시켜 주웠다.

컴퓨터 정액자동분석에 의한 동결융해 한우 정액의 운동특성 연구 (Motional kinematics of Frozen-thawed Korean native cattle semen use of computer aided semen analysis(CASA) system)

  • 이강남;이병천;김정태;박종임;신태영;황우석
    • 대한수의학회지
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    • 제38권4호
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    • pp.898-908
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    • 1998
  • The aim of this experiments were to assess the time-interval change of motional characteristics in frozen-thawed semen of Korean native cattle (KNC) by using computer aided semen analysis (CASA) technology. Twenty-six KNC frozen semen straws were obtained from Korean KNC improvement department, livestock improvement main division, national livestock cooperatives federation in Korea. Specimens were allowed to thaw at $37^{\circ}C$ for 30 sec in water bath. Semen analysis was performed on semen image analysis system (SIAS, Medical supply, Korea) adjusted to the gate settings and used the semen droplet ($5{\mu}l$) placed on Makler counting chamber (Sefi medical instrument, Israel) prewarmed at $37^{\circ}C$. The same person used the same micropipette to fill the Makler counting chamber. A total of 150 or more of sperms were analysed in each specimen by a single trained person by scanning at least 5 to 10 fields. The measurement parameters in SIAS were as follows ; frame rate = 30 frames per sec, image capture = 1 sec, minimum motile speed = $10{\mu}m/s$, maximum countable sperm number = 400. Statistical analysis was done by Student t-test with use of the Sigma plot program on a IBM personal computer. The dancemean(DNM) and hyperactivated sperm(HYP) of frozen-thawed KNC semen kinematics were significantly decreased(p < 0.05) after 10 min of incubation at $37^{\circ}C$ water bath. But, wobble(WOB) of same sample semen was significantly increased(p < 0.05) after 10 min of incubation and significantly decrease(p < 0.05) after 60 min of same incubation. And, after 30 mim of incubation, significantly differences were found most of motion kinematics, motifity(MOT), curvilinear velocity(VCL), straight line velocity(VSL), average path velocity(VAP), amplitude of lateral head displacement(ALH), beat cross frequency(BCF), mean angular displacement(MAD), dance(DNC), on same sample semen. The DNM of KNC semen sample was variable kinematics after 30 min of incubation. Also, the linearity(LIN) and straightness(STR) was significantly decreased(p < 0.05) from 60 min of incubation. In conclusion, the AI within 30 min after thawing of frozen semen can be an effective method for obtaining high fertility rate in KNC reproductive program.

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강우유출수 모래 필터의 여과기능 및 폐색 현상에 대한 필터 여재 깊이의 영향 평가 (Evaluation of the Impact of Filter Media Depth on Filtration Performance and Clogging Formation of a Stormwater Sand Filter)

  • SegismundoEzequielQ.;이병식;김이형;구본홍
    • 한국물환경학회지
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    • 제32권1호
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    • pp.36-45
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    • 2016
  • 강우유출수 오염물 제거를 위한 침투시설에서 모래필터가 널리 적용된다. 공극폐색, 즉 필터 여재에 부유물이 침전되면 침투능이 저하되어 침투시설의 기능과 수명이 단축된다. 침투시설의 효과적인 설계 및 유지관리를 위해 모래필터 내의 물리적, 화학적, 생물학적 폐색 특성을 알아야 한다. 이 논문에서는 여재 깊이 변화에 따른 모래필터의 물리적 폐색 특성변화를 검토하였다. 연직방향, 변수위 침투조건에서 시행한 실험실 컬럼 침투실험으로부터 이들 특성변화를 관찰하였다. 실험결과, 폐색현상의 결과로서 필터의 여재 깊이가 증가할수록 부유물 제거효율이 증가하지만, 필터의 성능유지 기간은 감소하는 현상을 보였다. 모든 여재 깊이 조건에서 여재 깊이의 상부 15%에서 100~250 μm의 부유물이 침전되면서 폐색현상이 발현하는 조기폐색이 발생했다. 결과에 근거하여 침투시설의 첫번째 유지관리 시침투능 확보를 위해 여재깊이의 상부 15%를 긁어내는 방법을 제안할 수 있었다.

고효율 혐기성반응조 및 호기성여상 조합시스템에 의한 질소·유기물 동시 제거 (Simultaneous Carbon and Nitrogen Removal Using an Integrated System of High-Rate Anaerobic Reactor and Aerobic Biofilter)

  • 성문성;장덕;서성철;정보림
    • 상하수도학회지
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    • 제13권2호
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    • pp.55-65
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    • 1999
  • AF(anaerobic filter)/BAF(biological aerated filter) system and UASB(upflow anaerobic sludge blanket)/BAF system, of which system effluents were recirculated to the anaerobic reactors in each system, were operated in order to investigate the performance in simultaneous removal of organics and nitrogen in high-strength dairy wastewater. Advanced anaerobic treatment processes of AF and UASB were evaluated on applicability as pre-denitrification reactors, and BAF was also evaluated on the performance in oxidizing the remaining organics and ammonia nitrogen. At system HRTs of 4.0 to 4.5 days and recirculation ratios of one to three, the AF/BAF system could achieve more than 99% of organics removals and 64 to 78% of total nitrogen removals depending upon the recirculation ratio. Although the UASB/BAF system also showed more than 99% of organics removals, total nitrogen removals in the UASB/BAF system were 53 to 66% which are lower than those in the AF/BAF system at the corresponding recirculation ratios. Optimum recirculation ratios considering simultaneous removal of organics and nitrogen and cost-effectiveness, were in the range of two to three. The upflow AF packed with crossflow module media, as a primary treatment of the anaerobic reactor/BAF system, showed better performances in denitrification, SS removals, and gas production than the UASB. Higher loading rate of suspended solids from the UASB increased the backwashing times in the following BAF. Especially, at a recirculation ratio of three in the UASB/BAF system, the increase in head loss due to clogging in the BAF caused frequent backwashing, at least once d day. The BAF showed the high nitrification efficiency of average 99.2% and organics removals more than 90% at organics loading rate less than $1.4KgCOD/m^3/d$ and $COD/NH_3-N$ ratio less than 6.4. It was proved that the simplified anaerobic reactor/BAF system could maximize the organics removal and achieve high nitrogen removal efficiencies through recirculation of system effluents to the anaerobic reactor. The AF/BAF system can, especially, be a cost effective and competitive alternative for the simultaneous removal of organics ana nitrogen from wastewaters.

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GATE6를 이용한 Varian 21EX Clinac 선형가속기의 6 MV X-선 특성모사 (Monte Carlo Simulation of a Varian 21EX Clinac 6 MV Photon Beam Characteristics Using GATE6)

  • 안수정;이창래;백철하
    • 대한방사선기술학회지:방사선기술과학
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    • 제39권4호
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    • pp.571-575
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    • 2016
  • 본 연구에서는 몬테칼로 전산모사 코드인 GATE6 (Geant4 Application for Tomographic Emission ver.6)를 사용하여 의료용 선형 가속기인 Varian사의 Clinac 21EX를 모사하고, 6 MV 광자선의 선량 특성을 평가하였다. 몬테칼로 방법은 방사선 치료시 환자 내의 선량분포를 계산하는 가장 정확한 방법으로 널리 이용되고 있다. 몬테칼로 기반의 코드를 이용하여 선형가속기의 조사 헤드부를 통과하는 입자의 흐름을 모사하는 것은 조사선량을 정량화 하는데 필요한 입자들의 에너지, 공간 분포와 같은 임상적인 빔의 특성을 결정하기 위한 실용적인 방법이다. 본 연구에서 모사한 선형가속기의 조사 헤드부는 빔 경로에 위치한 타겟, 일차 콜리메이터, 선속 평탄 필터, 이온전리함, 이차 콜리메이터로 구성된다. 모사된 선형가속기를 이용하여 선원-표면간 거리 100 cm, 조사야 $10{\times}10cm^2$ 조건에서 물팬텀 내의 광자선 에너지 스펙트럼(energy spectrum), 심부선량백분율(percentage depth dose), 선량프로파일(dose profiles)을 측정하였으며, 이 결과값을 실험 측정값과 비교하여 정확성을 검증하였다. 본 연구에서는 모사를 통한 결과값과 실험값이 매우 일치함을 보였으며, 이를 통해 GATE6 전산모사 코드는 방사선치료에 사용되는 광자선을 모사하기에 효과적임을 입증하였다.

정보기술을 활용한 도로면 크랙실링 작업정보 관리시스템 개발 (Development of the Work Information Management System of Pavement Crack Sealing Using IT)

  • 변웅호;오세욱;이정호;김영석
    • 한국건설관리학회:학술대회논문집
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    • 한국건설관리학회 2006년도 정기학술발표대회 논문집
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    • pp.613-618
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    • 2006
  • 최근 국내 ${\cdot}$ 외적으로 크랙실링 공법의 활용성을 높이기 위해 도로면 크랙실링 자동화 장비 개발에 관한 연구를 활발히 진행하고 있다. 예방적 차원의 크랙실링 공법의 활용을 통해 도로의 장 수영화 및 유지보수 비용을 절감하기 위해서는 도포 유지관리 시점 및 유지 보수된 구간정보, 작업 수행 결과 등과 같은 크랙실링 관련 이력정보가 체계적으로 수집 ${\cdot}$ 축적될 수 있는 관리체계의 개발에 관한 연구가 요구된다. 그러나, 기존 크래실링 관련 기술개발 동향은 크랙실링 공법을 자동화하기 위한 연구가 주로 수행되었고, 작업 완료 후 이력정보의 수집과 축적을 위한 관리체계의 개발에 관한 연구는 미흡한 것으로 나타났다. 따라서, 크랙실링 작업 관련 정보 습득의 어려움 및 경영 분석과 성과측정을 위한 객관적인 자료 구축 미흡, 수집된 정보의 신뢰성 부족 등과 같은 문제점이 도출되었다. 본 연구에서는 최근 급속도로 발전하고 있는 정보기술을 크랙실링 작업관리에 활용함으로써 크래실링 작업 시 발생되는 작업정보를 신속 ${\cdot}$ 정확하게 수집 및 축적하고 작업 주체간의 업무와 정보 교류를 효율적으로 수행할 수 있도록 지원하는 PDA 및 웹 기반 크랙실링 작업정보 수집 시스템을 제안하고자 한다.

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Performance and carcass characteristics of Australian purebred and crossbred lambs supplemented with Rice Bran

  • Flakemore, Aaron Ross;Otto, John Roger;Suybeng, Benedicte;Balogun, Razaq Oladimeji;Malau-Aduli, Bunmi Sherifat;Nichols, Peter David;Malau-Aduli, Aduli Enoch Othniel
    • Journal of Animal Science and Technology
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    • 제57권10호
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    • pp.36.1-36.9
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    • 2015
  • Background: This study examined the effects of dietary supplementation with rice bran, sire breed and gender on live animal performance and carcass characteristics in Australian crossbred and purebred Merino lambs. Methods: Forty-eight lambs balanced by sire breed (Dorset, White Suffolk, Merino) and gender (ewe, wether) were randomly allocated into three dietary supplementation groups (Control- 24 lambs fed wheat/barley-based pellets, Low- 12 animals fed a 50/50 ratio of wheat-based/rice bran pellets, and High- 12 lambs fed rice bran pellets). The Rice bran pellets replaced 19 % of the barley component of the feed. Animals were group-fed at the rate of 1000 g of the supplement per head per day with ad libitum access to lucerne hay as the basal diet and water. The duration of the feeding trial was 49 days with an initial 21-day adjustment period. Results: Sire breed differences were evident for initial (p < 0.0002) and final (p < 0.0016) liveweights, hot carcass (p < 0.0030) and cold carcass (p < 0.0031) weights, as well as dressing percentage (p < 0.0078), fat thickness (p < 0.0467), yield grade (p < 0.0470) and rib eye area (p < 0.0022) with purebred Merino under-performing compared to the crossbreds. Concentrate feed conversion efficiency, costs per unit of liveweight gain and over the hooks income were comparable between treatments regardless of the observed trend where the high supplementation group tended to show lower feed intake (745.8 g/day) compared to both the control (939.9 g/day) and low supplementation groups (909.6 g/day). No significant differences (p > 0.05) were observed between treatments for live animal performance, carcass characteristics, gender and their second-order interactions. Conclusions: Results indicate that Rice bran can be utilised as a cost-effective supplementary feed source in genetically divergent sheep over a 49-day feeding period without detrimental effects on overall live animal performance or carcass characteristics.

How effective has the Wairau River erodible embankment been in removing sediment from the Lower Wairau River?

  • Kyle, Christensen
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2015년도 학술발표회
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    • pp.237-237
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    • 2015
  • The district of Marlborough has had more than its share of river management projects over the past 150 years, each one uniquely affecting the geomorphology and flood hazard of the Wairau Plains. A major early project was to block the Opawa distributary channel at Conders Bend. The Opawa distributary channel took a third and more of Wairau River floodwaters and was a major increasing threat to Blenheim. The blocking of the Opawa required the Wairau and Lower Wairau rivers to carry greater flood flows more often. Consequently the Lower Wairau River was breaking out of its stopbanks approximately every seven years. The idea of diverting flood waters at Tuamarina by providing a direct diversion to the sea through the beach ridges was conceptualised back around the 1920s however, limits on resources and machinery meant the mission of excavating this diversion didn't become feasible until the 1960s. In 1964 a 10 m wide pilot channel was cut from the sea to Tuamarina with an initial capacity of $700m^3/s$. It was expected that floods would eventually scour this 'Wairau Diversion' to its design channel width of 150 m. This did take many more years than initially thought but after approximately 50 years with a little mechanical assistance the Wairau Diversion reached an adequate capacity. Using the power of the river to erode the channel out to its design width and depth was a brilliant idea that saved many thousands of dollars in construction costs and it is somewhat ironic that it is that very same concept that is now being used to deal with the aggradation problem that the Wairau Diversion has caused. The introduction of the Wairau Diversion did provide some flood relief to the lower reaches of the river but unfortunately as the Diversion channel was eroding and enlarging the Lower Wairau River was aggrading and reducing in capacity due to its inability to pass its sediment load with reduced flood flows. It is estimated that approximately $2,000,000m^3$ of sediment was deposited on the bed of the Lower Wairau River in the time between the Diversion's introduction in 1964 and 2010, raising the Lower Wairau's bed upwards of 1.5m in some locations. A numerical morphological model (MIKE-11 ST) was used to assess a number of options which led to the decision and resource consent to construct an erodible (fuse plug) bank at the head of the Wairau Diversion to divert more frequent scouring-flows ($+400m^3/s$)down the Lower Wairau River. Full control gates were ruled out on the grounds of expense. The initial construction of the erodible bank followed in late 2009 with the bank's level at the fuse location set to overtop and begin washing out at a combined Wairau flow of $1,400m^3/s$ which avoids berm flooding in the Lower Wairau. In the three years since the erodible bank was first constructed the Wairau River has sustained 14 events with recorded flows at Tuamarina above $1,000m^3/s$ and three of events in excess of $2,500m^3/s$. These freshes and floods have resulted in washout and rebuild of the erodible bank eight times with a combined rebuild expenditure of $80,000. Marlborough District Council's Rivers & Drainage Department maintains a regular monitoring program for the bed of the Lower Wairau River, which consists of recurrently surveying a series of standard cross sections and estimating the mean bed level (MBL) at each section as well as an overall MBL change over time. A survey was carried out just prior to the installation of the erodible bank and another survey was carried out earlier this year. The results from this latest survey show for the first time since construction of the Wairau Diversion the Lower Wairau River is enlarging. It is estimated that the entire bed of the Lower Wairau has eroded down by an overall average of 60 mm since the introduction of the erodible bank which equates to a total volume of $260,000m^3$. At a cost of $$0.30/m^3$ this represents excellent value compared to mechanical dredging which would likely be in excess of $$10/m^3$. This confirms that the idea of using the river to enlarge the channel is again working for the Wairau River system and that in time nature's "excavator" will provide a channel capacity that will continue to meet design requirements.

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Partial transmission block 제작 시 real block과 MLC를 이용한 방법 중 효율적인 방법에 대한 고찰 (Partial transmission block production for real efficient method of block and MLC)

  • 최지민;박주영;주상규;안종호
    • 대한방사선치료학회지
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    • 제16권2호
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    • pp.19-24
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    • 2004
  • 목적 : Pelvis내에 존재하는 large lesion과 inguinal lymph node를 동시에 치료하고자 할때 femoral head에 과도한 선량을 피할 목적으로 partial transmission block(이하PTB)이 사용되어져 왔다. 그러나 field가 서로 overlap되거나 분리되는 문제를 해결하기 위한 다소 복잡하고 시간도 많이 걸리는 어려움이 있어 본 논문에서는 real block과 MLC를 이용하여 각각 PTB를 제작한 후 몇 가지 비교를 통하여 두 가지 중 실제 임상에 더 효율적으로 사용할 수 있는 방법을 연구하였다. 대상 및 방법 : 실제 치료 환자를 대상으로 디자인 된 PTB를 real block과 MLC를 이용하여 각각 제작한 뒤 아크릴 phantom으로 환자의 두께를 재현하고 치료 시와 동일한 조건으로 노광된 film을 획득하였다. field간에 overlap되는 부분과 분리되는 부분은 block을 미세 조장한 후 다시 촬영하였으며 오차가 1mm이내에 들어 올때까지 junction을 반복 tuning하였다. 두 block을 재현성, 제작 편의성, 제작 시간으로 나누어 비료 분석하였다. 재현성은 5회 반복 측정을 실시하였으며, 제작 편의성 및 제작 시간은 real block과 MLC가 각각 제작 시작 시간부터 완성되는 시점까지에 대하여 측정하였다. 결과 : PTB를 제작함에 있어서 real block과 MLC는 재현성 면에서는 유의할 만한 차이를 보이지 않았다. 그러나 제작 편의성에 있어서는 MLC가 junction tuning을 더 간편하게 수행 할 수 있었으며, 제작 시간 면에 있어서도 MLC가 real block에 비해 약$33\%$정도의 시간 절감 효과가 있음을 알 수 있었다. 결론 : PTB를 제작함에 있어서 real block과 MLC를 이용하는 것이 각각 장단점을 가지고 있으나 real block은 제작 편의성면에서 유연서이 떨어짐으로 각 fie의 junction을 tuning하는데 매우 어려움이 따름과 동시에 비교적 정확한 junction tuning을 시행할 수 있음을 알수 있었다. MLC특성상 발생되는 계단형태의 junction을 보완하여 PTB를 제작한다면 실제 임상에서 훨씬 간편하고 효율성 있는 업무를 수행할 수 있을 것으로 사료된다.

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