• 한국대기환경학회지
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• 제5권1호
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• pp.11-21
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• 1989

Atmospheric gaseous mercury was automatically measured by a mercury air monitor (Mercury monitor AM-1). The sample air was led to a scrubber and washed with buffer solution, and mercury was trapped with gold coated chromosorb P(AW) was successively eluted by heating the chromosorb and then detected by the cold vapor atomic absorption spectrophotometry. $SO_2, TSP, NO_x, CO, THC$. and some of meteorological factors were also measured simultaneously with mercury. A significant correlation between the concentration of mercury and those of 2,513 measurements, gaseous mercury concentration ranged from 4.73 to 112.8 $ng/m^3$ with an annual mean of 14.7$ng/m^3$ in urban area. At this place there was a clear seasonal variation with a maximuminDecember-January and aminimum in March-June. A secondary maximum existed in August to September. THe seasonal variation was found that the gaseous mercury in ambient air has a tendency to become low in spring and high in winter. Namely, the average of concentration in winter was about two times, 19.2 $ng/m^3$, higher than that in spring. In Seoul mercury levels on some months mainly Septermber-October increase with increasing relative humidity of the atmosphere. In Olympic park air levels were 8.2 (range 4.4-23.7)$ng/m^3$ with an coefficients of variation of 0.34 and in Seoul sports complex those were 7.7 (rnage 4.4-25.5) $ng/m^3$ with an coefficients of variation of 0.38 within the Seoul olympiad holding period of time. A significant diurnal mercury variation occurs both at the measuring sites and in the period of observation.

• 한국산림과학회지
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• 제68권1호
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• pp.46-51
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• 1985

우리나라에서 유용죽종(有用竹種)으로 취급(取扱)되고 있는 왕대의 몇가지 엽형질(葉形質)에 대(對)하여 지역(地域)과 죽림분간(竹林分間)에 따른 변이정도(變異程度)를 구명(究明)하여 다음과 같은 결과(結果)를 얻었다. 엽형질(葉形質)에 있어서 이리지역(裡里地域)의 변이계수(變異係數)가 다른 지역(地域)에 비(比)하여 크게 나타났으며 죽림분간(竹林分間)의 변이계수(變異係數)에 있어서도 큰 차이(差異)를 나타냈다. 또한 이리지역(裡里地域)을 제외(除外)한 다른 지역간(地或間)에 있어서 엽형질(葉形質)의 평균치(平均値)는 차이(差異)가 없었으나 지역내(地域內)의 죽림분간(竹林分間)에 있어서는 대부분이 유의차(有意差)가 인정(認定)되었다. 엽폭(葉幅)/엽신장(葉身長)의 형상비(形狀比) 출현율(出現率)에 있어서 경주(慶州), 울산지역(蔚山地域)은 다른 지역(地域)에 비(比)하여 다소(多少) 분리(分離)되는 경향(傾向)이었다. 이상(以上)의 결과(結果)에서 왕대의 엽형질(葉形質)은 지역간(地域間)보다 지역내(地域內)의 죽림분간(竹林分間)에 따라 변이폭(變異幅)이 크게 나타나고 있음을 알 수 있었다.

• 한국수자원학회논문집
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• 제50권12호
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• pp.877-887
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• 2017

도시유역의 중 하류부에 주로 설치되는 4방향 합류맨홀에서 과부하 흐름에 의한 에너지 손실은 도심지 침수피해를 가중시키는 주요 원인이다. 과부하 4방향 합류맨홀에는 유입관의 유입조건에 따라 흐름 양상이 크게 변화되며, 중간맨홀 뿐만 아니라 3방향(T형) 합류맨홀의 흐름조건을 구성한다. 그러므로 유입관의 유입유량 변화에 따른 과부하 4방향 합류맨홀의 에너지 손실 변화 분석 및 손실계수 산정이 필요하다. 본 연구에서는 하수도시설기준을 준용하여 맨홀직경 및 관경을 1/5로 축소 한 수리실험 장치를 제작하였다. 과부하 사각형 4방향 합류맨홀에서 유입관의 유입유량비 변화에 따른 손실계수를 산정하기 위하여 유입관(주 유입관 및 양측면 유입관)의 유입유량비를 10% 간격으로 변화시켜 다양한 유량조건(40 case)을 선정하였다. 실험 결과 중간맨홀에서 0.40의 가장 낮은 손실계수가, $90^{\circ}$ 접합맨홀에서 1.58의 가장 높은 손실계수가 산정되었다. 또한 합류맨홀(T형, 4방향)의 경우 측면 유입유량이 한쪽으로 편향될수록 보다 큰 손실계수를 나타냈다. 유입관의 유입유량 조건 변화에 따른 손실계수를 산정하여 손실계수 범위도를 작도하였으며, 과부하 사각형 4방향 합류맨홀에서 모든 흐름조건을 고려할 수 있는 손실계수 산정식을 제시하였다. 제시된 산정식은 유입관의 유입유량이 변화하는 배수시스템의 설계 및 검증에 적용이 가능할 것으로 판단된다.

• Journal of Animal Science and Technology
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• 제44권1호
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• pp.1-12
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• 2002

젖소의 선형심사형질은 젖소의 생물학적 변이를 심사자의 직관에 의하여 변이의 정도에 따라 점수를 부여한다. 심사형질에 대한 정의에 의하여 연령과 비유기에 상관없이 변이의 정도를 수치화 하기 때문에 형질에 따라서 필연적으로 연령과 비유기의 영향을 받을 수밖에 없다. 본 연구에서는 연령과 비유기가 선형심사형질에 미치는 영향을 조사하고 그를 보정하기 위한 보정계수를 추정하였다. 키 강건성, 체심, 엉덩이 너비, 뒷다리 옆모양과 앞유방 부착이 연령에 따라 증가 또는 감소하는 경향을 보이면서 크게 영향 받는 것으로 조사되었으며, 유용성, 뒷유방 높이, 뒷유방 너비와 정중제인대는 비유기에 따라 영향을 받았다. 유방깊이는 연령과 비유기 두 가지 요인 모두로부터 영향을 받았다. 추정된 보정 계수에 의한 각각의 보정계수를 적용한 결과 연령과 비유기에 영향 받는 모든 형질에서 분만년월, 심사자 등의 변이에는 작은 영향을 미치며, 보정하고자 하는 요인의 변이를 크게 줄여 보정효과가 양호한 것으로 나타났다. 유방깊이는 연령과 비유기에 대한 보정계수를 동시에 적용한 결과 두 요인 모두에서 변이를 크게 줄였다.

• 한국자원식물학회지
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• 제14권2호
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• pp.133-138
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• 2001

1987년부터 1995년까지 전남 고흥군의 농가포장에서 감자의 주요특성과 재배기간중 관측된 기상자료를 이용하여 생육 및 수량과 기상요인과의 상관관계, 분석 및 수량추정식을 유도한 결과는 다음과 같다. 1.기상요인 중 변이가 큰 것은 3월과 4월의 최저기온으로서 변이계수는 각각 368.0%, 126.0%였으며 5, 6월의 평균기온, 최고기온 및 최저기온은 비교적 변이가 적 었다. 2. 생육 및 수량형질의 변이계수에서 수량은 3.7%로 매우 낮아 품종고유의 유전특성의 지배를 많이 받는 반면, 경장은 14.3%, 경수는 9.3%로 높아서 어느정도 환경요인에 영 향을 받는것으로 나타났다. 3. 4월의 강수량 및 6월의 평균기온과 수량간에는 부의 상관으로 나타났다. 4. 생육 및 수량간에 는 모두가 정의 상관으로 유의성이 인정되었으며 4월의 강수량을 이용하여 경장을 추정한 결과 $Y_1$: 82.47-0.11X ($R^2$=0.3959)의 직선 회귀식을 유도할 수 있었고, 역시 4월의 강수량을 이용하여 수량을 추정한 결과 $Y_2$: 2003.61-0.94X ($R^2$=0.5418)의 직선 회귀식을 얻을 수 있었으며 이들에 대한 분산분석에서도 유의성이 인정되었기에 수량에 대한 추정식을 이용하여 이론적 수량과 실제 수량의 오차를 구한 결과 값이 같아서 잘 적중되었다.

• 한국연초학회지
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• 제3권1호
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• pp.41-48
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• 1981

Dihaploid lines were derived from the anthers of the F, of single cross, "Va 115" x"SC 72" (Nicotiana tabacum L.). The path-analysis, correlation coefficient, and variation of characteristics among dihaploid families were evaluated. Dihaploid lines displayed much greater variation than their parents. The genetic correlation coefficient between yield and total alkaloids of dihaploids was significantly lower than that of conventional varieties and lines. In path-analysis which relates yield components to yield, number of leaves harvested and leaf width had a direct effect on yield. a direct effect on yield.

• Wind and Structures
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• 제32권2호
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• pp.127-142
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• 2021

Wind load acting on a standalone structure is different from that acting on a similar structure which is surrounded by other structures in close proximity. The presence of other structures in the surrounding can change the wind flow regime around the principal structure and thus causing variation in wind loads compared to a standalone case. This variation on wind loads termed as interference effect depends on several factors like terrain category, geometry of the structure, orientation, wind incident angle, interfering distances etc., In the present study, a three building configuration is considered and the mean pressure coefficients on each face of principle building are determined in presence of two interfering buildings. Generally, wind loads on interfering buildings are determined from wind tunnel experiments. Computational fluid dynamic studies are being increasingly used to determine the wind loads recently. Whereas, wind tunnel tests are very expensive, the CFD simulation requires high computational cost and time. In this scenario, Artificial Neural Network (ANN) technique and Support Vector Regression (SVR) can be explored as alternative tools to study wind loads on structures. The present study uses these data-driven approaches to predict mean pressure coefficients on each face of principle building. Three typical arrangements of three building configuration viz. L shape, V shape and mirror of L shape arrangement are considered with varying interfering distances and wind incidence angles. Mean pressure coefficients (Cp mean) are predicted for 45 degrees wind incidence angle through ANN and SVR. Further, the critical faces of principal building, critical interfering distances and building arrangement which are more prone to wind loads are identified through this study. Among three types of building arrangements considered, a maximum of 3.9 times reduction in Cp mean values are noticed under Case B (V shape) building arrangement with 2.5B interfering distance. Effect of interfering distance and building arrangement on suction pressure on building faces has also been studied. Accordingly, Case C (mirror of L shape) building arrangement at a wind angle of 45º shows less suction pressure. Through this study, it was also observed that the increase of interfering distance may increase the suction pressure for all the cases of building configurations considered.

• Wind and Structures
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• 제27권5호
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• pp.347-356
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• 2018

In this paper, stress distribution for a structurally stable greenhouse is considered in the present paper with subsequent investigation into the detailed stress distribution contour with the variation of self-weight and wind pressure level designation method under wind velocity of less than 30 m/sec. For reliable analysis, wind pressure coefficients of a single greenhouse unit were modeled and compared with experiment with correlation coefficient greater than 0.99. Wind load level was designated twofold: direct mapping of fluid dynamic analysis and conversion of modeled results into wind pressure coefficients ($C_P$). Finally, design criteria of EN1991-1-4 and NEN3859 were applied in terms of their wind pressure coefficients for comparison. $C_P$ of CFD result was low in the most of the modeled area but was high only in the first roof wind facing and the last lee facing areas. Besides, structural analysis results were similar in terms of stress distribution as per EN and direct mapping while NEN revealed higher level of stress for the last roof area. The maximum stress levels are arranged in decreasing order of mapping, EN, and NEN, generating 8% error observed between the EN and mapping results under 30 m/sec of wind velocity. On the other hand, effect of dead weight on the stress distribution was investigated via variation of high stress position with wind velocity, confirming shift of such position from the center to the forward head wind direction. The sensitivity of stress for wind velocity was less than 0.8% and negligible at wind velocity greater than 20 m/sec, thus eliminating self-weight effect.

• Journal of the Korean Data and Information Science Society
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• 제14권3호
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• pp.697-705
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• 2003

When X and Y have independent normal distributions with equal coefficient of variation, we develop the reference priors for different groups of ordering for the parameters. Propriety of posteriors under reference priors proved. A real example is presented to compare the classical estimator and Bayes estimator.

• 한국환경과학회지
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• 제28권6호
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• pp.571-579
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• 2019

In this study, monthly average values of BOD, COD, and TOC observed for 10 years (2008-2017) in the Nam River were estimated, and monthly variations of BOD, COD, and TOC were analyzed. Monthly average COD was always higher than monthly average BOD; monthly average TOC was high from June to September when rainfall was high. Monthly correlation coefficients between BOD and COD ranged from 0.57 to 0.94, those between BOD and TOC from 0.45 to 0.93, and those between COD and TOC from 0.75 to 0.93. The correlation coefficients were high from November to February when rainfall was low. Regression analyses for monthly average water quality data of the Nam River classified into dry season (October to April) and wet season (May to September) were conducted. Correlation coefficients were higher in the dry season than those in the wet season, and the determination coefficients of linear regression functions for BOD and COD with TOC were also higher in the dry season than those in the wet season. From this study, it can be concluded that it is appropriate to use monthly data to analyze the correlations among BOD, COD, and TOC in the stream. To analyze the relationship between TOC flowing into the stream and BOD/COD, it was found that seasonal characteristics should be considered.