드론 관측을 통한 순천만 갯벌과 갈대밭 상부 대기의 이산화탄소 농도 분포 연구

강동환,조원기,윤연수,유훈선,장선웅,김동립,박정환,송영철,최용재,Kang, Dong-hwan,Jo, Won Gi,Yun, Yeon Su,Yu, Hun Sun,Jang, Seon Woong,Kim, Dong Lib,Park, Jeong Hwan,Song, Young Chul,Choi, Yong Jae 한국환경과학회 2020 한국환경과학회지 Vol.29 No.7

In this study, carbon dioxide concentration and air temperature at different elevations were observed and analyzed in the upper atmosphere of mud flat and reed beds at low tide in Suncheon Bay. The carbon dioxide concentration and air temperature sensors were mounted on the drone, and the carbon dioxide concentration and air temperature by altitude (5 m, 10 m, 20 m, 40 m) at five points in the tidal flat and reed beds were observed in the morning and afternoon. The carbon dioxide concentrations in the upper atmosphere of the tidal flat ranged from 453.0 to 460.2 ppm in the morning and 441.6 to 449.7 ppm in the afternoon. The carbon dioxide concentrations in the upper atmosphere of the reed beds ranged from 448.9 to 452.4 ppm in the morning and 446.0 to 454.4 ppm in the afternoon. The carbon dioxide concentrations in the upper atmosphere of the tidal flat was higher in the morning than in the afternoon, and the carbon dioxide concentration decreased as the altitude increased. The carbon dioxide concentration in the upper atmosphere of the reed beds was similar in the morning and afternoon at all altitudes, and the carbon dioxide concentration decreased as the altitude increased. The correlation coefficient between carbon dioxide concentration and air temperature observed in the tidal flat in the morning was -0.54 ~ -0.77, and the correlation coefficient between carbon dioxide concentration and air temperature observed in the afternoon was 0.56 ~ 0.80. The correlation coefficient between carbon dioxide concentration and temperature observed in the morning in the reed field was low, below 0.3, and the correlation coefficient between carbon dioxide concentration and air temperature observed in the afternoon was 0.35 ~ 0.77. In the upper atmosphere of the tidal flats and reed beds, the linear function was suitable for the change of carbon dioxide concentration as a air temperature, and the coefficient of determination of the estimated linear function was higher in the afternoon than in the morning. Through this study, it was confirmed that the carbon dioxide concentration in the upper atmosphere of the tidal flat and the reed beds was different, and the increase rate of carbon dioxide concentration in the upper atmosphere of the tidal flat and the reed beds was higher in the afternoon than in the morning.

실내주상실험에 의한 불균일한 토양의 입도와 수리분산기작의 상관성 연구

강동환,정상용,Kang, Dong-Hwan,Chung, Sang-Yong 한국지하수토양환경학회 2006 지하수토양환경 Vol.11 No.6

자갈, 모래, 실트 및 점토의 입도분포가 다른 3종류의 토양시료(자갈모래/실트점토의 비율 : S-1 토양 24.5, S-2 토양 4.48 및 S-3 토양 0.4)에서 염소이온($C^{-1}$)을 이용한 실내주상실험이 수행되었다. 실내주상실험의 결과를 이용하여 3종류 토양의 입도와 수리분산기작의 상관성이 연구되었다. 실내주상실험에 의한 시간에 따른 염소이온의 농도이력은 가우시안 함수가 적합하였으며, 염소이온의 상대농도가 1.0으로 수렴하는데 경과된 시간은 S-1 토양에서 0.7시간, S-2 토양에서 6.3시간 및 S-3 토양에서는 389시간 이었다. 토양종류에 따른 농도이력곡선 함수에 의해 평균선형유속, 종분산계수 및 종분산지수가 산정되었다. 종분산계수는 S-1 토양에서 $1.20{\times}10^{-4}\;m^2/sec$, S-2 토양에서 $8.87{\times}10^{-7}m^2/sec$, S-3 토양에서는 $1.94{\times}10^{-9}\;m^2/sec$로 산정되었다. 염소이온의 분자확산계수와 토양평균입경에 의해 산정된 페클릿수는 S-1 토양에서 $2.59{\times}10^2$, S-2 토양에서 $6.27{\times}10^0$, S-3 토양에서는 $1.35{\times}10^{-4}$이었다. S-1 토양에서는 역학적인 분산이 지배적이며, S-3 토양에서는 분자확산이 지배적인 것으로 나타났다. S-2 토양에서는 역학적인 분산과 분자확산이 동시에 발생하지만, 역학적인 분산이 우세하였다. Bijeljic et al.(2004)에 의해 보고된 페클릿수 대 $D_L/D_m$의 그래프에 본 연구에서 산정된 값들을 도시하여 비교 분석한 결과, S-1 및 S-2 토양시료는 페클릿수에 대한 $D_L/D_m$의 값이 2.0 order 이상 높게 나타났으며, S-3 토양시료는 페클릿수가 $1.35{\times}10^{-4}$으로 매우 낮아 그래프에 표시되지 않았다. Laboratory column tests using $Cl^-$ tracer were conducted to study the correlation of soil particle distribution and hydrodynamic dispersion mechanism with three kinds of ununiformed soil samples, in which the ratio of gravel and sand versus silt and clay is 24.5 for S-1 soil, 4.48 for S-2 soil, and 0.4 for S-3 soil. Chloride breakthrough curves with time were fitted with gaussian functions. The relative concentrations of chloride were converged to 1.0 after 0.7 hours for S-1, 6.3 hours for S-2, and 389 hours for S-3. Average linear velocity, longitudinal dispersion coefficient, and longitudinal dispersivity were calculated by chloride breakthrough curves. Longitudinal dispersion coefficients were $1.20{\times}10^{-4}\;m^2/sec$ for S-1, $8.87{\times}10^{-7}\;m^2/sec$ for S-2, and $1.94{\times}10^{-9}\;m^2/sec$ for S-3. Peclet numbers calculated by the molecular diffusion coefficient of chloride and the mean grain diameters of soils were $2.59{\times}10^2$ for S-1, $6.27{\times}10^0$ for S-2, and $1.35{\times}10^{-4}$ for S-3. Mechanical dispersion was dominant for the hydrodynamic dispersion mechanism of S-1. Both mechanical dispersion and molecular diffusion were dominant for the hydrodynamic dispersion mechanism of S-2, but mechanical dispersion was ascendant over molecular diffusion. Hydrodynamic dispersion in S-3 was occurred mainly by molecular diffusion. When plotting three soils on the graph of $D_L/D_m$ versus Peclet number produced by Bijeljic and Blunt (2006), the values of $D_L/D_m$ for S-1 and S-2 were more than 2.0 order compared to their graph. S-3 was not plotted on their graph because the Peclet number was as small as $1.35{\times}10^{-4}$.

현장추적자시험과 실내주상실험을 이용한 복합토양층의 수리분산특성 연구

강동환,양성일,김태영,김성수,정상용,Kang, Dong-Hwan,Yang, Sung-Il,Kim, Tae-Yeong,Kim, Sung-Soo,Chung, Sang-Yong 한국지하수토양환경학회 2008 지하수토양환경 Vol.13 No.4

본 연구에서는 복합토양층(조립질 모래, 세립질 모래, 실트 점토의 혼합토)에서 수행된 현장추적자시험과 3개 토양층에서 채취된 시료를 이용한 실내주상실험의 자료를 이용하여, 복합토양층의 수리분산특성을 분석하였다. 토양층별 투수성과 유동 분석에 의해, 유효공극률이 낮은 실트 점토의 혼합토와 세립질 모래에서 평균선형유속이 높고, 유효공극률이 큰 조립질 모래에서는 수리전도도가 높은 것을 알 수 있었다. 평균토양입경에 따른 수리전도도 함수는 Y=$3.49{\times}10^{-8}e^{15320x}$로 추정되었으며 결정계수는 0.90이었다. 평균토양입경에 따른 평균선형유속 함수는 Y=$1.88{\times}10^{-7}e^{11459x}$로 추정되었으며, 결정 계수는 0.81이었다. 그리고 평균토양입경에 따른 종분산지수 함수는 Y = 0.00256$e^{5971x}$이었으며, 결정계수는 0.98 정도로 나타났다. 평균선형유속과 종분산지수의 선형회귀분석 결과, 함수는 Y = 21.7527x+0.0063로 추정되었으며 결정계수는 0.9979로서 매우 높게 나타났다. 본 연구에서 산정된 현장규모/실내쥬모의 종분산지수비는 54.09로서 규모종속효과를 나타내었다. 현장추적자시험을 실시하여 산정한 종분산지수(1.39m)가 Xu와 Eckstein(1995)의 방법에 의해 산정된 종분산지수(0.186m)에 비해 7.47배 정도 크게 나타났다. 이는 시험 대수층 내 중 조립질 모래층에서의 우세한 확산 흐름에 의한 것이다. This study analyzed for hydrodynamic dispersion characteristics of multi-soil layer (Silt and clay, Find sand, Coarse sand), data of a field tracer test on the multi-soil layer and data of laboratory column experiments on the samples on each soil layers. Through the analysis of permeability and flow, MS (Silt and clay) and FS (Fine sand), which were low effective porosity, were higher average linear velocity while CS (Coarse sand), which was high effective porosity, was higher hydraulic conductivity. Hydraulic conductivity function based on average soil particle diameter was assumed Y=$3.49{\times}10^{-8}e^{15320x}$ and coefficient of determination was 0.90. Average linear velocity function based on average soil particle diameter was assumed Y=$1.88{\times}10^{-7}e^{11459x}$ and coefficient of determination was 0.81. Longitudinal dispersivity function based on average soil particle diameter was Y = 0.00256$e^{5971x}$ and coefficient of determination was 0.98. According to the linear regression analysis of average linear velocity and longitudinal dispersivity, assumed function was Y = 21.7527x + 0.0063, and coefficient of determination was 0.9979. The ratio of field scale/laboratory scale was 54.09, it exhibited scale-dependent effect of hydrodynamic dispersion. Field longitudinal dispersivity (1.39m) was 7.47 times as higher than longitudinal dispersivity estimated by the methods of Xu and Eckstein (1995). Hydrodynamic dispersion on CS layer was occurred mainly by diffusion flow in the test aquifer.

시설농업단지에서 HydroGeoSphere 모델을 이용한 지하수 유동 및 물수지 분석

강동환,소윤환,김일규,오세봉,김수홍,김병우,Kang, Dong-hwan,So, Yoon Hwan,Kim, Il Kyu,Oh, Se-bong,Kim, Suhong,Kim, Byung-Woo 대한지질공학회 2017 지질공학 Vol.27 No.3

본 연구의 목적은 지표수-지하수 통합 모델을 통해 모델 영역과 시설농업단지(밀양들)의 지표수/지하수 유동을 모의하고 모델 영역의 물수지 분석을 통해 지하수 함양량을 산정하는 것이다. 지표수 유동 모델 결과에서는 밀양강 상류(북동쪽)에서 하류(남동쪽)로 약 1~5 m의 수심으로 지표수가 유동하고 있으며, 모델지역 상류의 M01 지점에서는 지표수 유량 관측값과 모델값이 일치하고, 모델지역 하류의 M02 지점에서의 지표수 유량은 1% 정도의 차이를 보인다. 지하수 유동 모델에서는 지하수 심도가 하천에서는 표고와 유사하며 산림 지역으로 갈수록 높아지고, 지하수 양수를 고려한 지하수 심도는 모델값이 관측값보다 1.5 m이내의 범위로 높게 나타난다. 지표수-지하수 통합모델에서는 지하수의 함양 면적이 모델 면적의 90% 정도이고, 지하수 함양량은 $1.92{\times}10^5m^3/day$인 것으로 나타난다. 연평균 물수지 분석에서는 단위 면적당 지하수 함양량이 503.9 mm/year로서 연평균 강우량의 39% 정도로 추정된다. The purpose of this study is to estimate the surface and subsurface flows through the modelling of the model area and facility agricultural complex, and to calculate the groundwater recharge rate through water budget analysis. From results of surface flow modeling, the surface water is flowed to a depth of about 1 to 5 meters from the upper region (northeast) to the lower region (southeast) of the Miryang River. At the M01 point (upper), the observed surface water flux and the model surface water flux are consistent. At the M02 points (lower), the observed surface water flux and the model surface water flux are a difference of 1%. From results of subsurface flow modeling, the depth of groundwater is similar to elevation in the river and higher to the forest area. Ground water depth considering groundwater pumping is that the model values appears higher than the observed values to be within 1.5 m. From results of surface-subsurface integrated modeling, the groundwater recharge area is estimated about 90% of the model area, and the groundwater recharge rate is estimated $1.92{\times}10^5m^3/day$. From results of annual water budget analysis, the groundwater recharge rate per unit area is estimated to be 503.9 mm/year, and average annual rainfall is estimated at around 39%.

수평적으로 불균질한 단열암반층에서 단공주입양수 추적자시험에 의한 수리분산특성

강동환,정상용,김병우,Kang, Dong-Hwan,Chung, Sang-Yong,Kim, Byung-Woo 한국지하수토양환경학회 2006 지하수토양환경 Vol.11 No.6

Single well injection withdrawal tracer tests with bromide were carried out at two wells developed in a horizontally heterogeneous fractured rock. The hydraulic conductivity of TW-1 well was 5 times larger than TW-2 well, and the average linear velocity of TW-2 well was 1.8 times faster than TW-1 well. The difference of hydrodynamic dispersions of two wells in the fractured rock was studied with the analysis of concentration breakthrough curves and cumulative mass recovery curves of bromide with withdrawal time, and the estimation of average travel distance, pore velocity, longitudinal dispersivity and longitudinal dispersion coefficient. The average travel distances of bromide were estimated to be 3.00 m in TW-1 well and 5.62 m in TW-2 well. The average pore velocities for the injection/withdrawal phase were estimated to be $4.31\;{\times}\;10^{-4}\;m/sec$ in TW-1 well and $8.08\;{\times}\;10^{-4}\;m/sec$ in TW-2 well. Average travel distance and pore velocity were higher in TW-2 well because of small effective porosity. Longitudinal dispersivities were estimated to be 28.73 cm in TW-1 well and 18.49 cm in TW-2 well, and bromide transport was 1.55 times faster in TW-1 well. Longitudinal dispersion coefficients were estimated to be $5.14\;{\times}\;10^{-6}\;m^2/sec$ in TW-1 well and $6.06\;{\times}\;10^{-6}\;m^2/sec$ in TW-2 well, and diffusion area was 1.18 times larger in TW-2 well. 본 연구에서는 단열암반층에 굴착된 2개의 지하수공(TW-1, TW-2)에서 브롬이온을 이용한 단공주입양수 추적자시험 (Single Well Injection Withdrawal tracer test, SWIW tracer test)이 수행되었다. 이 두 지하수공에서는 대수층의 수리전도도와 지하수의 평균선형유속이 다른데, TW-1공에서 수리전도도가 5배 정도 크고, TW-2공에서는 평균선형 유속이 1.8배 정도 빠르다. 추적자시험으로부터 시간에 따른 브롬이온의 농도이력곡선과 누적질량회수곡선이 작성되어 분석되었으며, 또한 평균이송거리, 공극유속, 종분산지수와 종분산계수를 산정하여 단열암반층의 수평적인 불균질성에 따른 수리분산 차이가 해석되었다. 브롬이온의 평균이송거리는 TW-1공에서 3.00 m, TW-2공에서 5.62 m이며, 주입/양수 단계에서 평균적인 공극유속은 TW-1공에서 $4.31\;{\times}\;10^{-4}\;m/sec$, TW-2공에서 $8.08\;{\times}\;10^{-4}\;m/sec$로 산정되었다. TW-2공에서 단열암반층의 유효공극율이 작아서 평균이송거리와 공극유속이 크게 나타났다. 단공주입양수 추적자시험에 의해 산정된 종분산지수는 TW-1공에서 28.73 cm, TW-2공에서는 18.49 cm로서, TW-1공에서 용질이송이 1.55배 정도 빠른 것으로 나타났다. 평균선형유속을 이용하여 구한 종분산계수는 TW-1공에서 $5.14\;{\times}\;10^{-6}\;m^2/sec$, TW-2공에서 $6.06\;{\times}\;10^{-6}\;m^2/sec$로서, TW-2공에서 브롬이온의 확산면적이 1.18배 정도 넓은 것으로 나타났다.

김해 딴섬의 고투수성 충적층에서 수렴흐름 추적자시험에 의한 규모종속 수리분산 연구

강동환,심병완,권병혁,김일규,Kang, Dong-Hwan,Shim, Byoung-Ohan,Kwon, Byung-Hyuk,Kim, Il-Kyu 한국지하수토양환경학회 2007 지하수토양환경 Vol.12 No.6

투수성이 높고 대수층의 저유량이 풍부한 강변여과수 개발 예정지역의 충적층에서 시험규모가 2m (IW-1공와 5m (IW-2공)인 경우의 수렴흐름 추적자시험이 수행되었다. 수렴흐름 추적자시험의 양수율은 $2,500m^3/day$ 이었으며, 주입정 (IW-1 및 IW-2공)에 염소이온 5kg을 순간 주입하였다. 염소이온의 농도이력곡선을 작성하여 초기도달시간과 최고농도의 차이를 분석하였으며, 누적질량회수곡선을 통해 양수 후 경과시간에 따른 염소이온의 질량회수율을 분석하였다. 그리고, 염소이온농도 대 누적질량회수율의 이력그래프를 작성하여 누적질량회수율에 따른 염소이온농도의 증가와 감소 변화를 분석하였다. 또한, 염소이온농도의 증가/감소 구간에 대한 선형회귀분석을 수행하여 농도증가율과 감소율의 변화를 파악하였다. 양수정에서 관측된 경과시간별 염소이온농도 자료를 CATTl 코드의 quot;Converging Radial Flow With Instantaneous Injectionquot; 해석법에 적용하여 종분산지수를 추정하였다. 추정된 종분산지수는 양수정과 IW-1공 사이의 충적층에서는 0.4152 m, 양수정과 IW-2공 사이의 충적층에서는 3.2665 m이었다. 양수정에서 이격거리가 멀수록 종분산지수는 증가하였으며, 이격거리에 대한 종분산지수의 비는 각각 0.21과 0.65 정도이었다. Convergent flow tracer test for 2 m (IW-1 well) and 5 m (IW-2 well) of test scale was conducted at the alluvial aquifer with high permeability and storativity. Pumping rate for convergent flow tracer test were $2,500m^3/day$, and the chloride tracer of 5 kg was instantaneously injected into IW-1 and IW-2 wells. Differences of first arrival time and peak concentration were analyzed by using the concentration breakthrough curves of chloride. Recovered chloride mass were analyzed by recovered cumulative mass curves. And, increment and decrement for chloride concentration were analyzed through chloride concentration versus recovered cumulative mass ratio graphs. Also, increment and decrement ratios of chloride concentration were estimated through linear regression analyses for increment and decrement intervals of chloride concentration. Longitudinal dispersivities were estimated by quot;Converging Radial Flow With Instantaneous Injectionquot; method using CATTI code. Longitudinal dispersivities estimated by CATTI code were 0.4152 m between pumping well and IW-1 well, and 3.2665 m between pumping well and IW-2 well. Longitudinal dispersivity was increased according to far distance from the pumping well. The longitudinal dispersivity according to distance were estimated as 0.21 between pumping well and IW-1 well, and 0.65 between pumping well and IW-2 well.

일광 폐광산 갱내에서 유래된 산성광산배수의 중금속 유출특성

강동환 ( Dong Hwan Kang ),권병혁 ( Byung Hyuk Kwon ),유훈선 ( Hun Sun Yu ),김선옥 ( Sun Ok Kim ) 대한지질공학회 2010 지질공학 Vol.20 No.1

본 연구지역에서 2009년 3월부터 9월 사이에 5개 지점(배경수(BW), 산성광산배수(AMD0, AMD1, AMD2, AMD3))에서 수온, pH, Eh, EC, DO 성분 등이 현장에서 6회 관측되었으며, 폐광산 갱내 출구부(AMD0) 지점에서는 유량이 측정되었다. 일광 폐광산에서 유출되는 산성광산배수는 pH 3 이하의 강산성수이며, Eh 성분은 400~600 mV의 범위이었다. 산성광산배수의 EC 값은 주변 배경수에 비해 10배 이상 높았으며, DO 성분은 유출지점 하류부로 갈수록 대기와의 접촉을 통해 그 값이 증가되었다. 산성광산배수 내 중금속 이온의 농도는 Fe>Cu > Zn>Mn >As >Cd 순이었으며, Fe 성분의 농도가 81.870~474.30 mg/L 로서 가장 높았다. 중금속 성분별 최대농도 관측시기는 5월(As, Cd), 6월(Fe), 7월(Cu, Zn, Mn) 이었으며, 최소농도는 4월(Cd, Mn)과 9월(Fe, Cu, Zn, As)에 관측되었다. 산성광산배수에 용존된 중금속의 유출질량은 Fe 성분 53.44 kg, Cu 성분 6.25 kg, Zn 성분 5.26 kg, Mn 성분 2.13 kg, As 성분 0.14 kg, Cd 성분 0.04 kg 정도이었다. 폐광산에서 갱내에서 1일 동안 유출되는 6개 중금속의 전체 질량은 67.26 kg 이었으며, Fe 성분이 전체 유출질량의 79% 정도를 차지하고 있었다. Field water qualities (temperature, pH, Eh, EC, DO) was monitored by 6 times March to September 2009 on background water (BW) and acid mine drainage (AMD0, AMD1, AMD2 and AMD3 points), and flow rate was measured on AMD0 point. Acid mine drainage flowed out from abandoned Ilgwang mine were high acid waters that lower than pH 3, and Eh component was ranged 400 to 600 mV. EC measured on acid mine drainage were higher over 10 times than background water, DO component was increased by reaction on the air during the water flow from AMD0 point to AMD4 point. Heavy metal concentrations in acid mine drainage were ordered Fe > Cu > Zn > Mn > As > Cd, and Fe concentration was highest for 81.870~474.30 mg/L. Monitoring periods measured maximum concentrations of heavy metals were May for As and Cd, June for Fe, July for Cu, Zn and Mn. The periods measured minimum concentrations were monitored April for Cd and Mn, September for Fe, Cu, Zn and As. Discharge mass of heavy metal components were calculated 53.44 kg for Fe, 6.25 kg for Cu, 5.26 kg for Zn, 2.13 kg for Mn, 0.14 kg for As and 0.04 kg for Cd, respectively. Total discharge mass of heavy metal components were calculated 67.26 kg for 1 day, and Fe component was taken 79% of total mass.

낙하충격실험을 통한 고무의 충격흡수성능과 전단계수 평가

강동환(Dong-Hwan Kang),서무열(Mu-Yeol Seo),김학인(Hakin Gimm),김태원(Tae-Won Kim) 대한기계학회 2009 大韓機械學會論文集A Vol.33 No.4

Shock absorption performances of various rubbers were investigated by using drop impact test. Several types of rubber such as NR, NBR, EPDM, SR and PUR with three respective levels of shore hardness were used for the test. As in the cases, the absorbed impact energies in rubbers were measured under seven different loads against impact energy between 5-80J. The impact absorption efficiencies of the rubbers then were evaluated by means of both single impact energy condition and summation of all impact energy applied condition. As shown in the results, PUR and EPDM have better shock absorption performances than other rubbers. Further analysis was extended to determine a shear modulus of SR through the finite element implementation with Blatz-Ko model. As can be seen, relatively higher level of absorption energy results in a decreasing shear modulus.

분말직송압연 티타늄의 치밀화 거동

강동환(Dong-Hwan Kang),홍재근(Jae-Keun Hong),박노광(Nho-Kwang Park),김태원(Tae-Won Kim) 대한기계학회 2012 大韓機械學會論文集A Vol.36 No.10

분말직송압연에 따른 티타늄 분말 집합체의 치밀화 거동을 연구하였다. 이와 관련하여 실험 시 나타나는 롤-밀림 현상을 분석하기 위한 이론적 모델을 개발하였으며, 이를 통해 보다 실질적인 유한요소 해석을 수행하였다. 개발된 롤-밀림 모델을 통해 공정변수에 따른 롤-밀림의 경향을 정량적으로 파악하였으며, 분말직송압연 공정의 유한요소 해석을 통해 판재의 위치 별 최종 상대 밀도를 비교적 정확히 예측할 수 있었다. 아울러 공정 시 분말집합체의 치밀화 현상을 이해하기 위해 분말-롤 간 접촉 압력 및 전단응력을 계산하였으며 이를 통해 분말의 물림현상이 나타나는 영역을 보다 명확히 확인할 수 있었다. The densification behavior of titanium powder in the direct powder rolling process was investigated. An analytical model for the roll-backlash phenomenon during this process was proposed to conduct a realistic finite element analysis. Furthermore, the roll-backlash was quantitatively analyzed, and the relative densities of the greenstrip along the rolling direction were precisely estimated. Finally, the slip and nip phenomena were identified by calculating the contact pressure and shear stress between the titanium powder and the roller in order to understand the densification behavior of the powder during the rolling process.

낙동강 주요 지류에서 생활환경 기준 수질 성분의 수질등급 및 회귀분석

강동환 ( Dong-hwan Kang ),소윤환 ( Yoon-hwan So ),박경덕 ( Kyeong-deok Park ),김일규 ( Il-kyu Kim ),김병우 ( Byung-woo Kim ) 한국환경과학회 2019 한국환경과학회지 Vol.28 No.3

In this study, the water quality components (pH, BOD, COD, TOC, SS, DO, TP) and the water quality, observed for 10 years (2008~2017) in the five tributaries of the Nakdong River with the highest flow rates, were analyzed. Monthly levels of the water quality components were estimated and regression functions were used to quantitatively explain the changes in the BOD and COD components, with respect to the TOC components. The results of analyzing the water quality levels in terms of the living environmental standards show that the lowest water quality was observed midstream (ST-3) and the highest water quality was observed upstream (ST-1 and ST-2). The regression function was estimated to be a linear function in all five tributaries, and the goodness of fit of the function was high upstream (ST-2), midstream (ST-3), and downstream (ST-4). According to the regression analysis using the observation data from 2008~2017, we found that the consumption of dissolved oxygen increased with an increase in organic matter in the major tributaries of the Nakdong River.