• 대한정형도수물리치료학회지
• /
• 제22권2호
• /
• pp.35-39
• /
• 2016

Background: The superficial lymphatic system is divided into areas called lymphatic territories which are separated by watersheds. When the lymphatic system fails to remove its load either due to surgery, radiotherapy or some congenital malformation of it then the fluid and the proteins and wastes contained within it accumulates in that territory. Anastomotic connections exist across the watersheds and while they can work unaided manual lymph drainage (MLD) can significantly help drainage across them into unaffected lymphatic territories. The purpose of the study is to examine the effectiveness of a manual technique in moving fluids and softening hardened tissues using a tape measure and Patient-Specific Functional Scale. Methods: We examined the movement of fluids from the affected limbs of lymphedema patients who underwent a standardized 30-min treatment using the Dr. Vodder method of MLD. We chose a typical cross section of patients with secondary leg or secondary arm lymphedema. The lymphedema patient was also measured after the conclusion of treatment and underwent a follow-up control measurement, within 8 weeks. Both evaluation tools indicated a movement of fluid to different and unblocked lymphatic territories as well as a softening of tissues in some of the affected limbs. Results: MLD is an effective means of fluid clearance when it accumulates as a consequence of a failure of the lymphatic system. It seems likely that MLD has a systemic effect on the lymphatic system and that it can improve flow from otherwise normal tissues. Conclusions: It is hypothesized that a series of treatments would result in even more significant improvements.

• 한국기계가공학회지
• /
• 제17권6호
• /
• pp.177-185
• /
• 2018

There is a need to study dust separator screens with good drainage efficiency while effectively filtering suspended solids and other contaminants entering the intake pumping station, the drainage pumping station and the mediation pumping station, the cooling water inlet of the power plant, and the like. In this paper, Numerical studies were conducted for the optimal design of the dust separator screen using the Coanda effect. The shape of the dust separator screen is important, such as the right curvature radius $R_1$ at the top of the dust separator screen and the left curvature radius $R_2$ at the top, h is the height difference and shape between the screen and the accelerating plate, and ${\theta}$ is the inclination angle of the screen. A total of 4 shape factors were set and the effects of Coanda and drainage performance of each element were compared and analyzed, the optimum length and size of each shape element were derived by classifying the shape elements into direct and indirect influences. Finally, it was possible to effectively filter foreign matter by narrowing the screen spacing, and the drainage performance was analyzed and optimized through numerical studies of dust separator screen.

• 한국터널지하공간학회 논문집
• /
• 제11권3호
• /
• pp.243-254
• /
• 2009

지하수 작용과 관련하여 현장에서 발생하는 문제는 1차 라이닝의 투수계수의 저하에 따른 영향뿐만 아니라 배수재의 투수성능에 따른 복합적인 요인의 상호 작용의 결과로 볼 수 있다. 본 연구에서는 이중구조라이닝 연계 FEM 해석을 통해 지반-라이닝-배수재의 투수영향에 중점을 두고 배수시스템의 성능저하에 따른 터널구조물에 미치는 영향을 조사하였다. 해석 결과 배수장애가 발생할 경우의 수압증가는 2차라이닝에 심각한 구조적 부담을 줄 수 일음이 확인되었다. 배수공이 모두 폐색되는 경우 비배수 터널이 되어 수직으로 뜨는 형태의 거동을 보였다. 그리고 배수공의 폐색이 비대칭적으로 발생하는 경우 터널 축방향 비틂 거동을 야기하여 2차라이닝 구조에 심각한 영향을 미칠 수 있음이 확인되었다.

• 생물환경조절학회지
• /
• 제27권1호
• /
• pp.1-6
• /
• 2018

수경재배에서는 근권내 양분의 집적 정도는 급액의 양과 밀접한 관계를 가지기 때문에 급액의 양(횟수)이 토마토의 생육과 수량에 미치는 영향이 크다. 따라서 본 시험에서는 코이어를 이용한 토마토 장기 수경재배에 급액량이 근권의 무기이온에 미치는 영향을 구명하고자 하였다. 적산일사량을 기준으로 급액량을 조절하였으며 생육시기별로 적산일사량 설정치를 변경하며 급액량을 4수준으로 처리하였다. 처리별 매일의 급액량과 배액량을 조사하였고 배액율을 계산하였다. 급액량이 많을수록 토마토의 수분 흡수량은 증가하는 경향이었다. 그러나 High 처리구는 2월과 3월에 Medium high 처리구에 비하여 수분 흡수가 감소하였다. 월별 평균 급액량과 배액율을 계산하여 배액율이 20-30%되는 급액 구간으로 1월은 $120-140J/cm^2$, 2월은 $100-120J/cm^2$, 3월은 $80-100J/cm^2$, 4월은 $70-90J/cm^2$, 5월은 $60-75J/cm^2$로 적정한 범위를 정할 수 있었다. 급액량이 많을수록 이온들의 농도가 낮아서 근권의 양분집적을 상당 부분 방지할 수 있었는데 양분을 흡착하는 코이어 배지의 특성 때문에 배액율이 20-30%인 경우 근권의 무기이온의 농도는 상당히 높았다. 그런데 P와 K는 처리에 관계없이 배액에서 급액농도 보다 낮아지는 경우가 발생하였으며, 급액량이 많은 처리에서도 Mg와 S가 가장 잘 집적되는 이온이었다. 일사량이 적은 시기에는 급액량에 따른 배액내 무기이온의 농도는 큰 차이를 나타내지 않았으나, 일사량이 많은 시기에는 급액량이 적을수록 배액의 무기이온의 농도가 높았다. 특히, 3월 이후에는 급액량 조정만으로는 배액의 이온농도 상승을 방지하기 어려워 우선적으로 급액 EC를 낮춰 근권에 양분이 집적되는 것을 막을 필요가 있었다.

• 한국관개배수논문집
• /
• 제8권1호
• /
• pp.70-79
• /
• 2001

This study was Performed to analyze desalinization effects of gypsum treatments in reclaimed tidal lands and to obtain the basic data for developing prediction techniques of desalinization to be applicable to reclaimed tidal lands at the beginning stage.

• Environmental Engineering Research
• /
• 제11권5호
• /
• pp.241-249
• /
• 2006

A mathematical model is described for the prediction of convective upward transport of an organic solvent driven by evaporation at the surface, which is known as the major transport mechanism in the in-situ photolysis of a soil contaminated with 2,3,7,8-tetrachlorodibenzo-p-dioxin(TCDD). A finite-element model was proposed to incorporate the effects of multiphase flow on the distribution of each fluid, gravity as a driving force, and the use of hysteretic models for more accurate description of k-S-p relations. Extensive numerical calculations were performed to study fluid flow through three types of soils under different water table conditions. Predictions of relative permeability-saturation-pressure (k-S-p) relations and fluids distribution for an illustrative soil indicate that hysteresis effects may be quite substantial. This result emphasizes the need to use hysteretic models in performing flow simulations including reversals of flow paths. Results of additional calculations accounting for hysteresis on the one-dimensional unsaturated soil columns show that gravity affects significantly on the flow of each fluid during gravity drainage, solvent injection, and evaporation, especially for highly permeable soils. The rate and duration of solvent injection also have a profound influence on the fluid saturation profile and the amount of evaporated solvent. Key factors influencing water drainage and solvent evaporation in soils also include hydraulic conductivity and water table configuration.

• 한국농공학회:학술대회논문집
• /
• 한국농공학회 2002년도 학술발표회 발표논문집
• /
• pp.9-12
• /
• 2002

The purpose of this study was to investigate the effects of ponding depth treatment on evapotranspiration in paddy fields. Three poding depth treatments, very sallow, shallow, and deep were used. The experimental plots were three $80m{\times}8m$ rectangular plots. Daily values of rainfall amount, ponding depth, irrigation water, drainage water, evapotranspiration, and infiltration were measured in the field. The ponding depth was continuously observed by observed nstaff during the growing season. The ET was measured by 1m diameter PVC lysimeters. Irrigation water volume was measured by 75 mm pipe flow-meters and the drainage water volume by 75 mm pipe flow-meters and a recording parshall flume. The results showed that irrigation water depths were 688.9 mm, 513.6 mm, and 624.4 mm in 2001, and 356.9 mm, 428.6 mm, and 513.2 mm in 2002 in very shallow, shallow, and deep ponding, respectively. The evapotranspiration were 465.0 mm, 484.1 mm, and 415.1 mm in 2001 and 461.3 mm, 476.3 mm, and 470.6 mm in 2002 in very shallow, shallow, and deep ponding, respectively.

• 한국농공학회:학술대회논문집
• /
• 한국농공학회 2001년도 학술발표회 발표논문집
• /
• pp.99-105
• /
• 2001

The purpose of this study is to investigate the effects of pending depth treatment on water balance in paddy fields. The pending depth treatments were very shallow, shallow and deep. The experimental plots were three $80m{\times}25m$ rectangular plots. Daily values of rainfall amount, pending depth, irrigation water, drainage water, evapotranspiration, infiltration, and piezometeric head were measured in the field. The pending depth was continuously observered by water level logger during the growing season. The ET was measured in 1m diameter PVC lysimeters. Irrigation water volume was measured by 75m pipe flow meter and the drainage water volume was measured by 25mm and 75mm pipe flow meters and a recording Parshall fulume. PVC pipe piezometers with 12mm diameter were used. The results of the water balance showed that irrigation water of 881.1mm, 735.4mm, and 532.6mm in very shallow, shallow, and deep pending, respectively. The effective rainfall was 182.6mm(44.6%), 254.7mm(62.2%), and 188.6mm(46.0%) in very shallow, shallow, and deep pending, respectively. The results show that the shallow pending depth looks the best of the three treatments.

• 한국농공학회논문집
• /
• 제54권2호
• /
• pp.157-166
• /
• 2012

Most of the roads are paved with impermeable materials such as asphalt concrete and cement concrete, and in the event of heavy rainfall, rainwater directly flows into river through a drainage hole on the pavement surface. This large quantity of rainwater directly spilled into the river frequently leads to the flooding of urban streams, damaging lowlands and the lower reaches of a river. In recent years there has been a great deal of ongoing research concerning water permeability and drainage in pavements. Accordingly, in this research, a porous polymer concrete was developed for permeable pavement by using unsaturated polyester resin as a binder, recycled aggregate as coarse aggregate, fly ash and blast furnace slag as filler, and its physical and mechanical properties were investigated. Also, 3 types of permeable polymer block by optimum mix design were developed and rainfall runoff reduction effects by permeability pavement using permeable polymer block were analyzed based on hydraulic experimental model. The infiltration volume, infiltration ratio, runoff initial time and runoff volume in permeability pavement with permeable polymer block of $300{\times}300{\times}80$ mm were evaluated for 50, 100 and 200mm/hr rainfall intensity.

• 한국지반공학회논문집
• /
• 제19권1호
• /
• pp.77-92
• /
• 2003

사질토에서의 한계상태정수 결정시 근본적인 물리적 과정들과 고유적 인 한계성들을 파악하기 위하여 일련의 표준삼축시험을 실시하였다. 시험결과에 의하면, 주어진 흙에 대하여 한계상태마찰각은 배수조건에 상관없이 일정한 반면에, e-log p＇공간상에서의 한계상태선은 주로 표준삼축시험에서 충분치 못하게 도달하는 변형률과 비배수시험에서의 변형률 국지화효과 때문에 배수조건에 따라 다른 결과를 보였다. 실내시험을 통하여 한계상태정수를 산정하는 최선의 방법은 균일하고 느슨하게 성형된 시료를 배수조건하에서 전단하는 것으로 나타났다. 더불어 배수시험에서 다일러턴 시효과나 변형률 국지화효과를 피할 수 있는 시험을 계획하기 위한 참고상태정수를 제시하였다.