• Fire Science and Engineering
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• v.17 no.3
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• pp.1-6
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• 2003

In this study, it reviewed about evacuation performance of a specified Office Building. assessment tools is FAST 3.1.7 (Estimation of Flash Over, Estimation of Layer Height Down Flow Time), SIMULEX 32-bit (Estimation of Evacuation Time), JASMINE 3.25d. (Smoke Flow Assessment of a specified time) Result from Fire Scenario # 1, Flash Over is not generated in Compartment. Evacuation Time is estimated 25.2 sec by SIMULEX 32-bit. layer height until this time (25.2 sec) was estimated 2.4 m by FAST 3.1.7. After ignition until this time (25.2 sec), smoke was not release to the a corridor. In consequence, We concluded that people in building are completing the safe evacuation without the damage of smoke. Result from Fire Scenario # 1, Flash Over generated 6 min 33.2 sec in Compartment. Evacuation Time is estimated 1 min 25.5 sec by SIMULEX 32-bit. layer height down flow time is 1 min 40.8 sec by FAST 3.1.7 and 5 min 23 sec by theoretical calculation. Also, total building evacuation time was estimated 2 min 26.6 sec. After ignition until this time (2 min 26.6 sec), smoke released to the a corridor but it amount was few little. Therefore, generated smoke in compartment not effected to the people in buildings.

• Proceedings of the Korea Water Resources Association Conference
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• 2009.05a
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• pp.1422-1426
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• 2009

본 연구에서는 댐 특성(기능, 규모)별로 하류하천에 미치는 유량변화 문제를를 체계적으로 분석하고자 수문변 화지표법(Indicators of Hydrologic Alteration, Richter et al., 1996)을 적용하여 한국수자원공사에서 관리하는 소양강댐 등 11개 다목적댐과 광동댐 등 12개 용수전용댐의 일단위 유입량과 방류량 자료를 이용, 연최소 최대유량 크기와 지속기간, 유량변화정도 등을 분석하여 댐운영이 하류하천에 미치는 유량변화를 비교분석 하였다. 광동댐 등 12개 용수전용댐의 월 유량변화의 산정 결과, 갈수기에 해당하는 10월부터 다음해의 6월까지 8개월간은 댐건설전 월평균 방유량은 $0.64m^3/sec\sim3.05m^3/sec$이었으나, 댐건설후 월평균 방류량은 $0.33m^3/sec\sim2.99m^3/sec$로 -69.7%$\sim$167.8%의 분포를 나타내고 있으나 12월과 1월을 제외하면 댐 건설 이후 오히려 6.8%$\sim$69.7% 가 감소하였다. 우기철인 7월부터 9월까지 3개월간은 댐건설전 월평균 방류량이 $6.82m^3/sec\sim7.67m^3/sec$이었으나, 댐건설후 월평균 방류량은 $4.12m^3/sec\sim4.35m^3/sec$로 51.0%$\sim$55.1%가 감소하여 저수지 공용량을 이용한 저류효과가 다소 있었음을 알 수 있다. 용수전용댐과 다목적댐의 분석 결과를 비교하여 보면, 용수전용댐은 1일 최소유량의 경우는 평균적으로 76.52%가 증가하였으나 3일부터 90일 최소유량의 54.19%$\sim$67.19%까지 감소하여 갈수기 하류유량 개선효과는 없으나, 다목적댐의 경우는 1일 최소 유량은 743.76%가 증가하였으며 90일 최소 유량도 83.62%가 증가하여 갈수기 하류유량 개선 효과가 큰 것으로 분석되었다. 용수전용댐의 1일 최대유량의 경우는 37.8%가 감소되며 90일 최대유량은 38.5$\sim$51.0%까지 감소하여 홍수기 댐의 저류효과가 점차 증가하였다. 다목적댐의 경우는 1일 최대 유량은 59.4%가 감소하였으며 감소량은 점차 감소하여 90일 최대강우량은 30.1%가 감소하여 홍수기 댐 저류효과로 하류홍수량을 상당히 조절함을 알 수 있다.

• 한국해양학회지
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• v.20 no.1
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• pp.50-55
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• 1985

With the serial observation data of the Fisheries Research and Development Agency in Korea and Japan Meteorological Agency from 1969 to 1974, the geostrophic current and volume transport were calculated in the Korea Strait and in the middle of the East Sea (Japan Sea), in order to compare the total volume transport in summer and winter seasons. The results are as follows. The annual mean of the net volume transport of the Korea Strait is 0.19${\times}$10$\^$6/m$\^$3/sec in winter season and 1.33${\times}$10$\^$6/m$\^$3/sec in summer season. The transport through the western and eastern channel of the Korea Srait is almost same in winter season, but the transport of the western channel is much larger than that of the eastern channel in summer season. The annual mean of the net volume transport of the middle section of the East Sea (Japan Sea) is 2.61${\times}$10$\^$6/m$\^$3/sec in winter season and 2.41${\times}$10$\^$6/m$\^$3/sec in summer season. Therefore the transorts are almost same in both seasons. Comparing the transports of the two sections, the transport through the middle section of the East Sea is 13.7 times as large as that of the Korea Strait in winter season and 1.8 times in summer season.

• Korean Journal of Applied Biomechanics
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• v.16 no.4
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• pp.39-47
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• 2006

This study long jump action to each situation on a chessboard and section of sight disabled person and normal person through third dimension reflex analysis mechanical special quality because do comparative analysis sight disabled person's exercise ability and technology structure of action that run understand. As can do better without danger of injury map and training of exercise item that action that run is included, do offer of pabulum by purpose. Through this study, conclusion is as following. 1. Sight disabled persons' long jump average recording (121.84cm) showing normal persons' average recording (259.27cm) and much differences, show that motion of body is not big to Touch-down from Ready action. 2. Each phase body center composition(r) average speed displayed result that it is more meaning more than Each phase time required. 3. Began in line carriage without body back stretching in 1 situation on Event one are sight disabled persons. Was expose that do not bend enough knee and ankle than normal person in Event two. Was expose that body is not drooped for surface of land in Event three, and knee and ankle were expose that do not unfold easily than normal person. Was expose that do not bend enough on Touch-down knee by relation that can not grasp position of the floor in Event four. 4. When taking off, the average of horizontal speed of body center are 1.80m/sec for blind people and 3.53m/sec for the normal. In this connection, the study shows that the difference of horizontal speed between the blind and the normal is bigger than difference of vertical speed, which are 1.56m/sec for the blind and 1.98m/sec for the normal. Also, composite speed also shows us big difference between 2.41m/sec of the blind and 4.07m/sec of the normal. The speed body center of take-off was expose that average adjuster are big width of deceleration than average - beginning disabled person's average by 2.23m/sec - 1.71m/sec in the vertical speed. 5. If examine change of high and low for z Sign of right hand, change of high and low showed as is small than normal person is sight obstacle, and all hand movements are small and was expose that do not use enough reaction of body as well as in ready action.

• Journal of Korean Society of Water and Wastewater
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• v.20 no.3
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• pp.431-441
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• 2006

This study investigated the physiological characteristics of biofilm microorganisms formed onto the different drinking water distribution pipe surfaces. The simulated drinking water distribution pipe system which had several PVC, STS 304, and GS coupons was operated at flow velocity of 0.08 m/sec (Re 1,950) and 0.28 m/sec (Re 7,300), respectively. At velocity of 0.08 m/sec, the number of viable heterotrophic bacteria in the biofilm over the 3 months of operation averaged $3.3{\times}10^4$, $8.7{\times}10^4$, and $7.2{\times}10^3CFU/cm^2$ for PVC, STS, and GS surfaces, respectively. The number of attached heterotrophic bacteria averaged $1.4{\times}10^3$, $5.6{\times}10^2$, and $6.5{\times}10^2CFU/cm^2$ on PVC, STS, and GS surfaces at the system with relatively high flow velocity of 0.28m/sec. The changes of physiological profile of biofilm-forming microorganisms were characterized by community-level assay that utilized the Biolog GN microplates. Biofilms that formed on different pipe surfaces displayed distinctive patterns of community-level physiological profile (CLPP), which reflected the metabolic preference for different carbon sources and/or the utilization of these carbon sources to varying degrees. The CLPP patterns have shown that the metabolic potential of a biofilm community was different depending on the pipe material. The effect of the pipe material was also characterized differently by operation condition such as flow rate. At flow velocity of 0.08 m/sec, the metabolic potential of biofilm microorganisms on GS surface showed lower levels than PVC and STS biofilms. For biofilms on pipe material surfaces exposed to water flowing at 0.28 m/sec, the metabolic potential was in order of PVC>GS>STS. Generally, the levels of the bacterial biofilm's metabolic potentials were shown to be notably higher on pipe surfaces exposed to water at 0.08 m/sec when compared to those on pipe surfaces exposed to water at 0.28 m/sec.

• Journal of the Korean Society of Radiology
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• v.11 no.4
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• pp.221-225
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• 2017

To evaluate the performance of ultrasound imaging system, we investigated the change of spatial resolution according to changing sonic velocity change parameter provided by ultrasound equipment. Ultrasound phantom images were obtained using a 3.0 ~ 5.0 MHz convex transducer in an ultrasound diagnostic device used at a medical institution located at Iksan. N-365 multi-purpose ultrasound phantom was used to measure longitudinal distance measurement accuracy and longitudinal and transverse resolution. In the same manner, the sonic velocity of the ultrasound equipment was changed from 1580 m/sec to 1400 m/sec in six steps, and the full width at half maximum(FWHM) was measured using the image J program to determine whether the measured values were different. As a result, lateral resolution was measured from 1.91 mm to 5.3 mm according to the speed change, and the smallest FWHM was 1.91 mm at 1420 m/sec. The axial resolution was measured from 1.03 mm to 1.14 mm according to the speed change, and the smallest FWHM was 1.03 mm at 1400 m/sec. The slower the sound velocity of the ultrasound equipment, the shorter the length of longitudinal measurement.

• The Journal of Korean Physical Therapy
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• v.17 no.3
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• pp.329-338
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• 2005

The determination of peripheral nerve conduction velocity is an important part to electrodiagnosis. Its value as neurophysiologic investigative procedure has been known for many years but normal value of digital nerve was not reported in Korea. To evaluate of digital nerve conduction velocity of median nerve for obtain clinically useful reference value and compare difference in each fingers. 71 normal volunteers(age, 19-65 years; 142 hands) examined who has no history of peripheral neuropathy, diabetic mellitus, chronic renal failure, endocrine disorders, anti-cancer medicine, anti-tubercle medicine, alcoholism, trauma, radiculopathy. Nicolet Viking II was use for detected conduction velocity and amplitude of digital nerves in median nerve. Data analysis was performed using SPSS. Descriptive analysis was used for obtain mean and standard deviation, ANOVA was used to compare each fingers and independent t-test was used to compare between Rt and Lt side also compare between different in genders. Conduction velocity of the right thumb was 49.77m/sec, index finger was 56.80m/sec, middle finger was 56.15m/sec and ring finger was 53.38m/sec. The left thumb was 50.48m/sec, index finger was 56.76m/sec, middle finger was 55.99m/sec and ring finger was 53.23m/sec. Amplitude of the right thumb was $64.30{\mu}V$, index finger was $73.95{\mu}V$, middle finger was $77.97{\mu}V$ and ring finger was $43.92{\mu}V$. The left thumb was $74.21{\mu}V$, index finger was $85.72{\mu}V$, middle finger was $88.06{\mu}V$ and ring finger was $47.28{\mu}V$. There were significantly difference between thumb, index, middle and ring fingers(p<.01) but there were no statistically difference between conduction velocity and amplitude of index and middle fingers(p>.01). The conduction velocity of index finger are faster than other fingers and amplitude of middle finger are greater than other fingers. The present results revealed that electodiagnosis can easily perform in index and middle finger for digital nerve of median nerve study.

• Korean Chemical Engineering Research
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• v.44 no.2
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• pp.207-215
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• 2006

The characteristic floc growth of Al-based coagulants was investigated in the aspect of mixing intensity and visualization of generated flocs during coagulation and flocculation processes. Zeta potential of turbid particles in the artificial water nearly approached to zero at pH 8-9, in which TDS and conductivity were minimized. The removal rate of turbidity and phosphate was maximized at the optimal mixing intensity of rapid and slow mixing stages. After the rapid mixing stage of coagulation process, small particles ($3-5{\mu}m$) were abruptly generated, and higher mixing intensity made more numbers of flocs. With the progress of slow mixing stage, the number of small particles were decreased with the simultaneous increase of intermediate particles ($7-21{\mu}m$). The number of large particles (>$23{\mu}m$) were maximized at the lowest rapid mixing intensity of $95.1sec^{-1}$, whereas small particles (<$5{\mu}m$) were maximized at the highest rapid mixing intensity of $760.7sec^{-1}$.

• Proceedings of the Korea Water Resources Association Conference
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• 2023.05a
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• pp.156-156
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• 2023

본 연구는 SWAT(Soil and Water Assessment Tool)과 PHABSIM(Physical Habitat Simulation System)을 활용하여 남강댐유역(2,983.0 km²)을 대상으로 유역환경변화에 따른 환경생태유량 확보량을 산정하였다. 유역환경변화를 고려하기 위해 유역환경변화 요인(토지이용, 지하수 이용, 산림생장, 도로개발, 토양깊이)를 1980s(1976~1985), 2010s(2006~2019)로 구분하여 보정된 SWAT에 적용하였다. 유역환경변화 분석결과 토지이용은 1980s 대비 2010s에서 도시와 농업지역은 증가하였으나, 산림과 수역은 감소하였다. 지하수 이용은 1980s 대비 2010s에서 +18.9 백만 m³/년 증가한 평균 31.5 백만 m³/년으로 분석되었고, 산림높이는 1980s 대비 2010s에서 +0.6 m 증가한 평균 12.4 m의 수고를 가지는 것으로 분석되었다. 토양깊이와 도로망의 경우 각각 1980s 대비 2010s에서 -0.2 cm, +29.2 km 증가한 61.3 cm, 51.5 km로 나타났다. 유역환경변화 요인을 SWAT에 적용한 결과, 남강댐유역의 평균 유량은 1980s 대비 2010s에서 -9.5 m³/sec 감소한 77.3 m³/sec로 분석되었다. 남강댐유역의 환경생태유량을 산정하기 위해 하류에 위치한 정암교가 위치한 하천에 대해 PHABSIM을 구축하였고, 대표어종인 피라미에 대한 서식처적합도지수를 적용하여 환경생태유량을 산정하였다. 최적 환경생태유량은 21.0 m³/sec로 나타났고, 가중가용면적-유량 관계를 활용하여 가중가용면적 비율별(100%~25%) 환경생태유량을 산정하였다. 2010s에서 환경생태유량을 만족하지 못하는 73일(Q293~Q365)에 대하여 각 유황과 환경생태유량과의 차이를 일별로 계산한 후 10일 간격의 차이의 총합을 확보량으로 정의하여 산정하였다. 100% 환경생태유량 기준일 때 평균 확보량과 확보기간은 각각 5.36 m³/sec, 73일로 나타났고, 80% 기준일 때 평균 확보량과 확보기간은 각각 2.75 m³/sec, 20일로 나타났다.

• Proceedings of KOSOMES biannual meeting
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• 2008.05a
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• pp.61-67
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• 2008

This study analyzes the characteristics of material transportation between Busan new-port and Nakdong river estuary. Measurements of water temperate, salinity, turbidity, and tide is also analyzed to determine the characteristics of sea water and described the tidal current between two regions. For the purpose of indicating characteristics of tidal current numerical modeling is used. From the observed results, the total volume transport of sea water calculations revealed $184.71m^3/sec$ and residual volume transport was $(+)59.74m^3/sec$ during the 1st field measurement, and the total volume transport was $331.15m^3/sec$ and residual volume transport was $(-)28.88m^3/sec$ during the 2nd. The numerical simulation for three different topography cases are calculated. The results are summarized as follows: 1) The volume of material transportation about $0.7\sim18.4%$ is decreased as the depth of Busan new-port decrease (10 m). 2) The volume of material transportation about $3.5\sim21.9%$ is increased, as channel(water depth is 5 m) constructed to the Nakdong river estuary direction.