• 제목/요약/키워드: Open channel flow

검색결과 286건 처리시간 0.023초

고분자 중합체 심근 스템트를 이용한 기계적 경심근 혈류재건술의 혈관생성 반응 (Angiogenic Responce to Transmyocardial Mechanical Reveascularization(TMMR) with Polymer Myocardial Stent)

  • 최호;이철주;문광덕;김영진;강준규;홍준화;지경수;한만정;조상호
    • Journal of Chest Surgery
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    • 제33권6호
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    • pp.494-501
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    • 2000
  • Background: Transmyocardial laser revascularization(TMLR) for revascularizing ischemic myocardium in patients was originally based on the assumption that laser channels remain their patency much longer. But recent studies show that laser channels did not remain open and that TMLR could achieve treatment benefits without long-term channel patency. The angiongencesis is currently thought to be induced by non-specific inflammatory response to mechanical tissue injury. This study is to evaluate hypothesis that various transmyocaridal mechanical revascularization(TMMR) may induce the angiogenic responses similar to that seen with TMLR, and transmyocaridal polymer stent revascularization(TMSR), the polymer stent in the myocardial tissue is hydrolyzed in 2 weeks, may enhance the non-specific inflammatory reaction resulting angiogenesis. Furthermore, polymer myocaridal stent channels remain long-term patency. Material and Method: Eight domestic pigs underwent ligation of the proximal circumflex artery, and 2 weeks later they were randomized to undergo transmycardial acupunctural revascularization (TMPR, Group I) of the left lateral wall with 18-G needle(n=2), to undergo transmyocardial (TMDR, Group II) with industrial 2mm steel drill(n=2), to undergo transmyocardial polymer stent revascularization (TMSR, Group III) after drilling the infarcted myocardium(n=2), the stent is poly(lactic acid-co-glycolic acid), which is self-degradated in the myocardium, and to a control group the ischemic zone was unterated(n=2). All the pigs were sacrificed after 4 weeks TMMR. Sections from the ischemic zone were submitted for vascular endothelial growth factor (VEGF) ELISA and histology. Result: There were makedly increase in the VEGF immunoassay in the ischemic zone of the TMMR group compared to the ischemic zone of the control group(control: each 30.85 and 43.15pg/mg protein, TMPR: each 44.14 and 68.61 pg/mg protein, TMDR: each 65.92 and 78.65 pg/mg protein, TMSR: each 177.39 and 168.87 pg/mg protein). TMSR channels caused greatest VEGF expression than channels made by other group and the polymer stent channels remained vacuole after 4 weeks. Conclusion: Transmyocardial polymer stent revascularization promoted the most angiogenci response by the VEGF immunoassay, although our study did not show the statistical significancy. The channels remained but the flow patency was not verified. Transmyocardial polymer stent revascularization (TMSR) is desirable in future experimental trials and in view of the significant cost implications comparable to that of laser.

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Potential of River Bottom and Bank Erosion for River Restoration after Dam Slit in the Mountain Stream

  • Kang, Ji-Hyun;So, Kazama
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2011년도 학술발표회
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    • pp.46-46
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    • 2011
  • Severe sediment erosion during floods occur disaster and economic losses, but general sediment erosion is basic mechanism to move sediment from upstream to downstream river. In addition, it is important process to change river form. Check dam, which is constructed in mountain stream, play a vital role such as control of sudden debris flow, but it has negative aspects to river ecosystem. Now a day, check dam of open type is an alternative plan to recover river biological diversity and ecosystem through sediment transport while maintaining the function of disaster control. The purpose of this paper is to verify sediment erosion progress of river bottom and bank as first step for river restoration after dam slit by cross-sectional shear stress and critical shear stress. Study area is upstream reach of slit check dam in mountain stream, named Wasada, in Japan. The check dam was slit with two passages in August, 2010. The transects were surveyed for four upstream cross-sections, 7.4 m, 34 m, 86 m, and 150 m distance from dam in October 2010. Sediment size was surveyed at river bottom and bank. Sediment of cobble size was found at the wetted bottom, and small size particles of sand to medium gravel composed river bank. Discharge was $2.5\;m^3/s$ and bottom slope was 0.027 m/m. Excess shear stress (${\tau}_{ex}$) was calculated for hydraulic erosion by subtracting the values of critical shear stress (${\tau}_{c}$) from the value of shear stress (${\tau}$) at river bottom and bank (${\tau}_{ex}=\tau-{\tau}_c$). Shear stress of river bottom (${\tau}_{bottom}$) was calculated using the cross-sectional shear stress, and bank shear stress (${\tau}_{bank}$) was calculated from the method of Flintham and Carling (1988). $${\tau}_{bank}={\tau}^*SF_{bank}((B+P_{bed})/(2^*P_{bank}))$$ where $SF_{bank}=1.77(P_{bed}/p_{bank}+1.5)^{-1.4}$, B is the water surface width, $P_{bed}$ and $P_{bank}$ are wetted parameter of the bed and bank. Estimated values for ${\tau}_{bottom}$ for a flow of $2.5\;m^3/s$ were lower as 25.0 (7.5 m cross-section), 25.7 (34 m), 21.3 (86 m) and 19.8 (150 m), in N/$m^2$, than critical shear stress (${\tau}_c=62.1\;N/m^2$) with cobble of 64 mm. The values were insufficient to erode cobble sediment. In contrast, even if the values of ${\tau}_{bank}$ were lower than the values for ${\tau}_{bottom}$ as 18.7 (7.5 m), 19.3 (34 m), 16.1 (86 m) and 14.7 (150 m), in N/$m^2$, excess shear stresses were calculated at the three cross-sections of 7.5 m, 34 m, and 86 m distances compare with ${\tau}_c$ is 15.5 N/$m^2$ of 16mm gravel. Bank shear stresses were sufficient for erosion of the medium gravel to sand. Therefore there is potential to erode lateral bank than downward erosion in a flow of $2.5\;m^3/s$. Undercutting of the wetted bank can causes bank scour or collapse, therefore this channel has potential to become wider at the same time. This research is about a potential of sediment erosion, and the result could not verify with real data. Therefore it need next step for verification. In addition an erosion mechanism for river restoration is not simple because discharge distribution is variable by snow-melting or rainy season, and a function for disaster control will recover by big precipitation event. Therefore it needs to consider the relationship between continuous discharge change and sediment erosion.

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양상선(楊上善)의 삼음삼양(三陰三陽) 학설(學說)에 대한 연구 - 음양속성(陰陽屬性), 관합추(關闔樞), 기혈다소(氣血多少)를 중심으로 - (A Study of Yangshangsun(楊上善)'s theory of three-yum and three-yang(三陰三陽) - focus on attribute of three-yum and three-yang(三陰三陽), the bolt-leaf-hanges(關闔樞) theory, large of small of gi-blood(氣血多少))

  • 이용범
    • 대한한의학원전학회지
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    • 제10권
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    • pp.450-493
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    • 1997
  • Three-yum and three-yang(三陰三陽) is the change state of yum-yang(陰陽) which is caused by six gi(六氣). They mean the flow of six gi(六氣) which exist throughout the viscera, the channel(經絡), and the skin. But it is not easy to understand the meaning because the contents of the attribute of three-yum and three-yang(三陰三陽), the bolt-leaf-hanges(關闔樞) theory and large or small of gi-blood(氣血多少) which is the main clue that explain it in ${\ll}$Somun(素問)${\gg}$ and ${\ll}$Yeongchu(靈樞)${\gg}$ don't coincide with each other. I, the writer, tried to understand the uncertain meaning and the contents which are written about three points above differently in each of the books that are ${\ll}$Somun(素問)${\gg}$ and ${\ll}$Yeongchu(靈樞)${\gg}$. So, from that the course that the book, ${\ll}$Huangjenegeong(黃帝內經)${\gg}$ is handed down is so relatively simple in a wood block-printed book, that the ${\ll}$Huangjenegeongtaeso(黃帝內經太素)${\gg}$ has less wong-words than the Somun(素問) and the Yeongchu(靈樞), and from that Yangshangsun(楊上善) wrote the note in the ${\ll}$Huangjenegeongtaeso(黃帝內經太素)${\gg}$ by royal order about 100 years former than Wangbing(王氷), as making projects of Yangshangsun(楊上善)'s note and the original of the ${\ll}$Huangjenegeongtaeso(黃帝內經太素)${\gg}$ which has relation to the yum-yang(陰陽) attribute of three-yum and three-yang(三陰三陽), the bolt-leaf-hanges(關闔樞) theory, and the large or small of gi-blood(氣血多少) and researching the Yangshangsun(楊上善)'s theory. The result is summarized like this. First, wherease the order of the change of three-yum and three-yang(三陰三陽) which is explained by Yangshangsun(楊上善) consider the change of yangi(陽氣) in body most important, the order of the change gaeggi(客氣)'s three-yum and three-yang(三陰三陽) considers chungi(天氣) most important, and the order of jugi(主氣)'s three-yum and three-yang(三陰三陽) considers jigi(地氣)'s change of ohaeng(五行) most important. If the order of change three-yum and three-yang(三陰三陽) in the ${\ll}$Huangjenegeongtaeso(黃帝內經太素)${\gg}$ is considered, each of taeyang(太陽) and soyum(少陰) are expressed as the base of yum-yang(陰陽) and yangmeong(陽明) and taeyum(太陰) are expressed as the palmy days of yum-yang(陰陽), soyang(少陽) and gyolyum(厥陰) are expressed as pacemaker(樞杻) which controls the change of yum-yang(陰陽). Thus, each has something in common that is fettered by the inside and outside. In the flow of channel(經絡), taeyang(太陽) and soyum(少陰) take charge of the behind of body, yangmeong(陽明) and taeyum(太陰) take charge of the front of body and soyang(少陽) and gyolyum(厥陰) take of the side of body. Second, in Yangshangsun(楊上善)'s bolt-leaf-hanges(關闔樞) theory, three-yum(三陰) is regarded as inside, three-yang(三陽) as outside, so when bolt, leaf and hanges fulfil their duties in inside and outside, the life(life force) is thought to be revealed normally. It is impossible to understand the bolt-leaf-hanges with the conception of the inside and outside which divide three-yum and three-yang(三陰三陽) into taeyang-soyum(太陽-少陰), yangmeong-taeyum(陽明-太陰), soyang-gyolyum(少陽-厥陰) according to yum-yang(陰陽) attribute, hence it need the special conception that is taeyang(太陽)-taeyum(太陰), yangmeong(陽明)-gyolyum(厥陰), soyang(少陽)-soyum(少陰) which center on their duties in inside and outside. In the denunciation of the word open(開) and bolt(關), because Yangshangsun(楊上善) said that the duities of taeyang(太陽) and taeyum(太陰) are shutter(閉禁), bolt(關) is coincided with that significance. Third, with explaining the large or small of gi-blood(氣血多少) of three-yum and three-yang(三陰三陽), Yangshangsun(楊上善) expressed the inside and outside either in the same way or differently. Because the inside and outside is interior of body and exterior of body, it is the explanation that is noticed by the fact that the property of large or small of gi-blood(氣血多少) is either able to be same or different. In this viewpoint, if we unite the contents about large or small of gi-blood(氣血多少) of ${\ll}$Somun(素問)${\gg}$, ${\ll}$Yeongchu(靈樞)${\gg}$, we will find that the descriptions of large or small of gi-blood(氣血多少) of three-yang(三陽) in ${\ll}$Somun(素問)${\gg}$ ${\ll}$Yeongchu(靈樞)${\gg}$ correspond with the ${\ll}$Huangjenegeongtaeso(黃帝內經太素)${\gg}$, but in three-yum(三陰), the contrary presentations exit. The reason is that large or small of gi-blood(氣血多少) of three-yum(三陰) isn't only expressed as che(體) in the point of che-yong(體用), but as a point of yong(用) that is a phenomenon. As researching the original of ${\ll}$Huangjenegeongtaeso(黃帝內經太素)${\gg}$ and Yangshangsun(楊上善)'s notes as a center about three problems that are yum-yang(陰陽) attribute, the bolt-leaf-hanges(關闔樞) and large or small of gi-blood(氣血多少) of three-yum and three-yang(三陰三陽), I, the writer, tried to explain the part which is written differently or has uncertain conception in the book ${\ll}$Somun(素問)${\gg}$ and the book ${\ll}$Yeongchu(靈樞)${\gg}$, but the concrete result of the work like this will be judged according to the question how many theories are correspondent with real presence at a sickbed. Hence, the work to veryfy the theories in the future will be left as assignment.

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Juan de Fuca 해령 Cleft Segment에서 회수된 황화물 침니: 광물조성 및 유체포유물 (Sulfide Chimney from the Cleft Segment, Juan de Fuca Ridge: Mineralogy and Fluid Inclusion)

  • 윤성택;허철호;소칠섭;염승준;이경용
    • 자원환경지질
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    • 제35권3호
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    • pp.203-210
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    • 2002
  • 해저 열수 광화작용을 대효할 수 있는 황화물 침니(sulfide chimney)의 성장 메카니즘을 고찰하기 위하여 Juan de Fuca 혜령의 최남단에 위치하는 Cleft segment의 열수장(hydrothermal field)에서 회수한 비활동성이고 황화물과 실리카가 풍부한 침니를 대상으로 광물 및 유체포유물 연구를 수행하였다. 기존 연구에 의하면, Cleft sogment에는 많은 활동성 및 비활동성의 열수 분출구가 존재하는 것으로 보고되어 있다. 연구 대상 침니는 주로 비정질 실리카, 황칠석, 섬아연석 및 섬유아연석(wurtzite)으로 구성되어 있고,소량의 황동석 및 백칠석을 함유하고 있다. 유체통로로 추정되는 침니의 내부는 다공질이며, 비정질의 교질성(colloidal) 실리카로 피복되어 있다. 섬아연석과 섬유아연석으로 구성되어 있는 아연이 풍부한 황화물의 FeS 함량은 13.9~34.3 mole%의 범위를 보이며, 철이 풍부한 중심부와 철이 부족한 연변부를 지닌다. 이는 광화유체의 화학적.물리석 특성들의 변화로부터 기인되었으리라 사료된다. 침니 내부성장대별 화학조성은 열적구배 및 구성광물의 차이로 인해 다른 특징들을 보여주고 있다. 광화후기에 침전된 비정질 실리카중의 액상이 풍부한 유체포유물을 대상으로 가열 및 냉각 실험을 수행한 결과, 열수유체의 최소 포획 온도는 약 114$^{\circ}$~145$^{\circ}C$이며, 해당 염농도는 3.2~4.8 wt.% NaCl equip, 이다. 실제 열구에서 배출되는 유체 온도 자료를 입수하지는 못했지만, 본 연구를 통해서 광물의 침전작용 동안 상대적으로 저온의 침전조건이 매우 지배적이었음을 알수 있다. Juan de Fuca 해령내 Cleft seamen에서 회수된 황화물 침니는 산출형태, 교질성 조직, 전(bulk) 화학조성, 광물조합(황철석+백철석+섬유아연석+비정질 실리카) 등으로 볼 때, 기존 보고된 침니 유형보다는 상당히 낮은 온도에서 느린 유체 유동과 전도성 냉각(<25$0^{\circ}C$)에 의해 생성되었으리라 사료된다.

위성영상을 활용한 하천환경 평가 세구간 설정 (Determination of Stream Reach for River Environment Assessment System Using Satellite Image)

  • 강우철;최훈;장은경;고동우;강준구;여홍구
    • Ecology and Resilient Infrastructure
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    • 제8권4호
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    • pp.179-193
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    • 2021
  • 본 연구에서는 하천환경 평가체계에서 가장 우선적으로 이루어지는 하천 유형화 및 세구간 설정 작업을 위해 위성영상의 활용방안을 검토하였다. 국내 하천 환경 평가체계의 경우 하천 유형화 결과에 따라 저수로 폭의 10배 또는 20배를 기준으로 평가 세구간을 설정하기를 제안한다. 연구수행을 위해 청미천 본류를 대상으로 하천 관련 기본자료들을 이용하여 하천 유형화 작업을 수행하였으며, 이후 위성영상에 최적분류법을 적용하여 토지피복분류를 수행하였다. 위성영상의 경우 10 m 해상도의 개방형 자료인 Sentiel-2를 이용하였으며, 다양한 유량 조건을 고려하기위해 총 4개의 위성영상자료를 이용하였다: 2018년 2월 2일 (일유량 = 2.39 m3/s), 5월 23일 (일유량 = 15.51 m3/s), 6월 2일 (일유량 = 3.88 m3/s), 7월 7일 (일유량 = 33.61 m3/s). 토지피복분류 결과로부터 저수로 폭을 획득하였으며, 결과를 통해 하천환경평가를 위한 세구간을 설정하였다. 세구간 설정 결과는 하천 환경 물리적 지표 중 소의 다양성, 사행도, 하천횡단 형상, 하천횡단구조물에 대한 평가를 통해 검토되었다. 본 연구를 통해 하천환경 평가시스템을 위한 세구간 설정에 위성영상을 활용하는 경우 유량 조건에 대한 충분한 고려가 필요할 것으로 판단된다.

춘천 물로리 지역 샌드댐 채움재 수리특성에 따른 배수량 평가 (Evaluation of water drainage according to hydraulic properties of filling material of sand dam in Mullori, Chuncheon)

  • 정일문;이정우;김민규;김일환
    • 한국수자원학회논문집
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    • 제55권11호
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    • pp.923-929
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    • 2022
  • 춘천 물로리 지역은 지방상수도가 보급되지 않은 물복지 소외지역으로 복류수 및 지하수를 수원으로 하는 소규모 급수시설로 마을에 물을 공급하고 있다. 최근 극심한 가뭄 발생시 물부족으로 인해 급수차에 의존하는 등 물공급 여건이 열악한 지역이다. 따라서 가뭄시 물부족 문제를 해결하고 증가하는 물수요에 대비하기 위해 계곡에 연하여 샌드댐을 설치하였으며, 2022년 5월부터 이 시설을 운영하고 있다. 본 연구에서는 2020년 3월 중순부터 2022년 3월 중순까지 약 2년 동안의 유입량 조건에 대해 채움재의 수리전도도와 저류계수 값 조건에 따라 반복 모의를 수행하였고, 각각의 경우에 대해 유공배수관을 통한 방류량을 산정하였다. 전반적으로 수리전도도가 증가할수록 방류량과 그 비율이 증가하나, 2층의 수리전도도가 상대적으로 가장 낮은 경우에는 3층의 수리전도도가 증가할수록 방류량이 증가하다가 작아지는 특이한 양상을 보였다. 이는 3층의 투수성과 배수관의 배수계수 값이 커서 3층으로의 순유입보다 빠른 배수로 인해 수위가 낮게 유지된데서 기인한 것으로 판단된다. 샌드댐 상부 개수로 흐름을 수리전도도가 매우 큰 가상의 지하수층으로 모사한 결과 가상층 수리전도도 증가율에 비해 방류량 감소는 둔화되지만, 가상층 수리전도도가 커짐에 따라 상대적으로 방류량이 줄어드는 양상은 명확하게 나타났다.