• Journal of Korean Ophthalmic Optics Society
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• v.20 no.3
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• pp.341-347
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• 2015

Purpose : This study was to examine a correlation of response AC/A ratio by additional spherical powers with PD(Pupilary distance) and relative accommodation, and was to investigate correlation of CA/C ratio by prism powers. The mean differences between a reciprocal response AC/A ratio and a CA/C ratio were compared, and were suggested to be used as data in the refractive power and prism prescriptions in the clinical. Methods: The open field autorefractometer (Nvision-K 5001, Shin nippon) and Howell target at 40 cm fixation distance to 62 persons with average $22.62{\pm}2.84$ ages were used to measure the response AC/A ratio according to additional Spherical powers. The CA/C ratios were measured using the DOG card at 40cm according to prism powers. Results: When the response accommodation according to Additional Spherical power changes and the response accommodation according to prism power changes were compared, it was larger than the response accommodation according prism power change. These were significant differences statistically. The correlation of response AC/A ratio and PD is showed as r = -0.158, the CA / C ratio is shown as r = 0.093. The correlation of response AC/A ratio and relative accommodation showed as r = -0.253, the CA/C ratio showed as r = 0.566 that is predictable correlation. The correlation of response AC/A ratio and CA/C ratio showed as r = -0.355 that is low minus correlation (p = 0.000). The difference between a reciprocal response AC/A ratio and a CA/C ratio showed $0.12{\pm}0.06D/{\Delta}$ with a significant difference statistically (p=0.000). Conclusions: The correlation of relative accommodation and CA/C ratio showed that depend on the individual, The more a relative accommodation is, the higher a response accommodation of convergence by convergence stimulus is. The reciprocal response AC/A and CA/C ratio showed significant differences statistically. This can have higher CA/C ratio in patients with low AC/A ratio in clinical as an independent variable. Thus when the abnormal binocular vision was prescribed in the clinical, it is necessary to consider the accommodative response even if the AC/A ratio is a normal range.

• The Journal of Korean Academy of Orthopedic Manual Physical Therapy
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• v.21 no.1
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• pp.43-47
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• 2015

Background: The purpose of this study was to identify the effects of the blood flow on carotid and vertebral artery during the forward shift on head. Methods: A 20-year female healthy subject participated in this study. This study was set up the forward shift on head at the 3cm and 6cm in a shoulder midline (acromion). Measurement method were using duplex ultrasound with colour doppler imaging for the blood flow on carotid and vertebral artery. Results: Carotid artery was increased the blood flow and vertebral artery was decreased the blood flow during forward shift on head. Conclusions: These findings suggest that carotid and vertebral artery changes to the blood flow during forward shift on head. Therefore, we should be consider that hemodynamic factor when apply to the therapeutic exercise for patients of forward head posture.

• Journal of Korean Ophthalmic Optics Society
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• v.10 no.4
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• pp.323-328
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• 2005

The purpose of this research was to measurement real Accommodative response amount using both eyes open-view autorefractometer. Compared each Accommodative response amount to distinction of sex, age, kind of ametropia, amount of astigmatism and kind of astigmatism. The subjects were 153 healthy men and women between the age of 20~80 years. Age comparison, 20 years 1.15D, 30 years 1.23D and above 40 years 0.60D. It was no difference between 20 to 30 years old. But, is decrescent remarkably above 40 years old. Ametropia examined by hypermetropia 1.78D, emmetropia 1.51D, low myopia 1.08D, middle myopia 0.72D, high myopia 0.643D. Myopia increased, Accommodative response amount was expose that decrease. Astigmatism examined by non astigmatism 1.13D, low astigmatism 1.12D, middle astigmatism 0.85D, high astigmatism 0.83D. Astigmatism increased, Accommodative response amount was expose that decrease. The sex and astigmatism type difference appeared with the fact that the result is not a difference.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.13 no.7
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• pp.3030-3036
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• 2012

The purpose of this study was to investigate the efficacy of mechanical in-exsufflator (MI-E) with on pulmonary rehabilitation in stroke patients with trachostomy tube. Methods： We studied ten stroke patients who had neither history nor radiologic finding of pulmonary disease. The pulmonary function was evaluated by measuring forced vital capacity (FVC), forced expiratory volume at one second (FEV1) and forced expiratory ratio (FEV1/FVC) The capacity of cough was evaluated by measuring manual assisted peak cough flow (MPCF). Data were analyzed statistically using repeated ANOVA test. Results：The results were as follows : 1) There are significant improvement of FVC and FEV1 according to training period (p<.05). 2) There are significant improvement of MPCF according to training period (p<.05). Conclusion：These results suggest that MI-E training can be used as an effective therapeutic modality for improvement of pulmonary function and capacity of cough in stroke patients with tracheostomy.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.513-516
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• 2007

임하다목적댐은 낙동가 하구로부터 약 356 km 상류에 위치하며 댐체의 길이 515 m, 높이 73 m의 rockfill 댐으로서, 총저류량은 595 백만$m^3$이다. 댐의 정상표고는 El. 168 m이고, 저수위 El. 137.0 m와 계획홍수위 El. 164.7 m 사이에서 운영되고 있다. 임하다목적댐의 표면취수설비는 댐우안 도수로 입구에 위치하며 콘크리트구조물로서 높이는 44.0m이다. 취수탑의 바닥표고는 EL.124.0 m이며 월류수심은 7.0m이다(한국수자원공사, 2004). 최대취수량은 $119.2m^3/s$이며 취수문은 직선형다단식게이트형식이고 폭 10.0m, 높이 6.0m의 게이트 5조와 폭 10.0m, 높이 3.25m의 게이트 1조로 구성되어있다. 본 연구에서는 미국 YSI사에서 제작한 ADV-6600을 이용하여 저수지에서 취수시 유속을 측정하여 취수구간이 저수지의 연직방향 유속에 미치는 영향을 분석하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.539-543
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• 2016

제주도는 수자원의 98% 이상을 지하수에 의존하기 때문에 기후변화에 따른 수자원 영향에 대해 지속적인 관심과 연구가 필요한 지역이다. 향후 예상되는 극치사상의 증가와 수자원의 시공간적 불균형은 더욱 취약성을 증가시킬 것으로 보이며, 안정적인 수자원의 공급 및 확보를 위해서는 장기적이고 효율적인 수자원계획이 요구되지만 기후변화로 인해 변동성이 커지게 된다면 수자원확보에 대한 불확실성도 더욱 커질 것으로 예측하고 있다. 2100년까지 미래 유출량의 변화를 비교하기 위하여 현재의 유출량 보정에 적용되었던 매개변수를 그대로 적용하였다. 미래의 직접유출율은 28%, 현재의 평균 직접유출율(23%)에 비해 약 22% 증가하는 것으로 나타났으며, 직접유출의 증가에 가장 큰 영향으로 미래로 갈수록 극치값이 현재보다 자주 발생할 것으로 전망되었다.

• Journal of the Korean Association of Geographic Information Studies
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• v.11 no.1
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• pp.20-30
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• 2008

This study is to analyse the hydrological behavior of agricultural reservoir using SWAT model. For the upsteam watershed of Gongdo water level gauge station in Anseongcheon watershed, the streamflows at 2 reservoir (Gosam and Geumgwang) locations and Gongdo station were simulated with reservoir inclusion and exclusion. The daily water surface area and storage have been calculated considering the stage-storage curve function of the reservoir. Afterwards, the reservoir operation module in SWAT was modified from original module in SWAT for daily reservoir discharge simulated by water balance equation. Model validation results were Nash-Sutcliffe model efficiency coefficients value of 0.55, root mean square error value of 2.33 mm/day. On the other hand, the simulation results of two reservoir exclusion were Nash-Sutcliffe model efficiency coefficients value of 0.37, root mean square error value of 2.91 mm/day. The difference of Nash-Sutcliffe model efficiency coefficients between the simulation results of two reservoir inclusion and exclusion at Gongdo station was 0.18. This is caused by the storage and release operation of agricultural reservoirs for the runoff occurred at 2 reservoir watersheds.

• Journal of Korean Ophthalmic Optics Society
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• v.11 no.3
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• pp.187-192
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• 2006

The purpose of this research was to measurement real accmmnodative response amount of emmetropia using both eyes open-view auto-refractometer. We classified 377(male 146, female 231)eyes showing good naked vision at least 1.0, with a spherical equivalent refraction of under ${\pm}0.50D$ and cylindercal refraction of under -0.75D, from 10 to 59(mean $25.8{\pm}12.4$) years into 5 groups with 10 year interval and analyzed change of the near astigmatism and accommodative response amount to distinction of age. Age comparison, total mean 1.47D, 10 years age group 1.63D, 20 years age group 1.57D, 30 years age group 1.71D, 40 years age group 0.97D, and 50 years age group 0.05D. It was no difference between 10 to 30 years age group, But it showed the decre8.se which is remarkable from above 40 years age group and it does not almost response from above 50 years age group. Sexual difference, the man appeared some highly in male(mean $26.4{\pm}12.3$ years) 1.56D m female(mean $26.4{\pm}12.3$) 1.43D. Near-astigmatism power change, mean +0.12D, 10 years age group +0.06D, 20 years age group +0.16D, 30 years age group +0.09D, 40 years age group +0.05D, and 50 years age group +0,06D. No significant difference of astigmatism powers among the an groups, but from all years age group the astigmatism power appeared more highly far-astigmatism than near-astigmatism. Near-astigmatism axis change in the far-astigmatism changes at under ${\pm}10^{\circ}$ 103 eyes, above ${\pm}10^{\circ}$ rotation clockwise direction 108 eyes, above ${\pm}10^{\circ}$ rotation counter-clockwise direction 101 eyes. It was analyzed near-astigmatism axis change.

• Proceedings of the Korea Water Resources Association Conference
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• 2018.05a
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• pp.40-40
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• 2018

현실화된 기후변화로 인하여 강수패턴 및 강수량의 변화가 발생함에 따라 물 관리의 불확실성이 증가하고 있는 실정이며 또한 2014년부터 시작된 극심한 가뭄은 안정적인 용수공급에 많은 어려움을 주고 있다. 예로 보령댐의 경우 저수율이 2015년 19%, 2017년 8.3%로 역대 최저를 기록한 바 있고 2018년 3월 기준 운문댐과 밀양댐의 경우 저수율이 각각 11%(심각), 26.2%(경계)로 극심한 물부족에 시달리고 있다. 이러한 극심한 가뭄에 대응하기 위해서는 시설간 연계 운영, 급수체계 조정, 도수로 가동 등과 같은 구조적 대책과 더불어 저수용량에 따라 용수공급량을 감축하는 형태의 비구조적 대책의 일환인 용수공급 조정기준이 동시에 이루어져야 한다. 용수공급 조정기준은 국토교통부에서 주기적으로 발생하고 있는 가뭄에 대하여 대응하기 위해 만들어진 기준으로 다목적댐의 저수량을 기준으로 단계별(관심, 주의, 경계, 심각) 공급량을 감축하여 장기간 공급함으로써 국가재난을 사전에 예방하는 것을 목표로 하고 있다. 이러한 용수공급 조정기준을 수립하기 위해서는 최소 20년 이상의 과거 관측된 유입량 자료를 모의 발생하여 이수안전도 95%이상을 만족하는 단계별 용수공급 조정 기준선을 작성하게 된다. 하지만 신규 댐의 경우 관측된 유입량 자료가 전무함에 따라 용수공급 조정 기준을 수립하는데 어려움이 있다. 따라서 본 연구에서는 신뢰할 수 있는 유입량 자료를 생산하기 위해 첫 번째로 물리적 기반인 분포형 강우-유출 모형을 구축하고 검보정을 수행하였으며 이처럼 구축된 강우-유출모형을 이용하여 다수의 유입량 자료를 생산하였다. 두 번째로 SAMS 2007을 이용하여 유입량 자료를 모의 발생시켰으며 이를 저수지 운영에 활용하여 이수안전도 95%를 만족하는 용수공급 조정기준을 수립하였다. 본 연구의 결과는 극심한 가뭄에 대비하여 안정적인 용수공급 및 수자원 확보 등 이수적인 측면에서 크게 활용 가능할 것으로 판단된다.

• Journal of the Korean GEO-environmental Society
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• v.15 no.6
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• pp.5-15
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• 2014

This study is to quantitatively evaluate the impact on surrounding groundwater of waterway tunnel excavation and cofferdam construction in which A-dam and B-dam, so prediction of groundwater fluctuation and tunnel lining installation was studied. As a result, drawdown of groundwater level during tunnel excavation and cofferdam construction occurred about 3.58 m in the tunnel shaft. The initial condition of groundwater level recovered by up to 90 % was simulated after the completed the construction of the tunnel and lining installation. Groundwater inflow in the tunnel evaluated was analyzed to have exceeding water design criteria of the tunnel. The groundwater inflow is reduced to maximum $0.006m^3/min/km$ after lining installation done in the tunnel, so effect of lining installation was evaluated as 93 % or more. Drawdown of about 0.04~0.31 m occurs in the houses and temples analysis of groundwater system of the surrounding area from construction. Drawdown has occurred nearly by considering annual groundwater level fluctuation of National Groundwater Observation Network.