• The Korean Journal of Ecology
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• 제8권4호
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• pp.205-214
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• 1985

At the Changnyeung natural bod, the flood in the freshwater wetland and the adaptation of the insect at this area were investigated by the species diversity index and the cluster analysis. Most dominant species was Diplonychus esakii collected at the site of the water edge and its dominance index was 0.797. This area had lower species diversity indices with the value of 0.340 to 1.712 than that of the grassland and water stream. The number of the species in this area was not rich. Some ground beetles inhabited at the flooded or wet area were important species for the pair group between the sites by the cluster analysis. The composition of the insect species at this natural wetland affected by the irregular flood was very simple and specific.

• 한국환경생태학회지
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• 제27권4호
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• pp.437-448
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• 2013

하천에 설치된 인공구조물이 어류군집의 분포에 미치는 영향을 파악하기 위하여, 2012년 4월부터 10월까지 서해로 유입되는 독립하천인 대천천에 서식하는 어류상을 조사하였다. 본 연구에서 확인된 어류는 총 13과 42종이었으며, 개체수에 있어서 우점종은 Zacco platypus(32.3%)와 Tridentiger brevispinis(12.8%)가 우점하였고, 생체량에 있어서는 Z. platypus(27.7%)와 Chelon haematocheilus(11.9%)가 풍부하였다. 한국고유종은 8종(19.9%), 법적보호종인 Rhodeus pseudosericeus, 회유성어종인 Anguilla japonica, 외래도입종인 Carassius cuvieri와 Micropterus salmoides 가 출현하였다. 우점종인 Z. platypus 개체군의 전장-체중의 관계식에 의한 회귀계수 b값은 3.21~3.29, 비만도지수는 평균 0.89로 비교적 양호한 성장도를 유지하고 있었다. 유사도분석을 통한 대천천의 어류군집은 청천저수지 상류구간(St. 1), 성업사보 하류구간(St. 5)과 St. 2~4 구간의 세 그룹으로 나뉘어졌으며, 조사지점별 우점종은 Zacco koreanus(St. 1), Z. platypus(St. 2~4), T. brevispinis(St. 5) 등 이었다. 대천천의 어류군집은 하천에 설치된 인공구조물인 저수지와 보에 의해 뚜렷하게 나뉘어졌다.

• 생태와환경
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• 제52권3호
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• pp.274-283
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• 2019

청계천에 서식하는 어류 군집의 공간적 변이와 환경과의 관계를 측정하기 위해, 청계천 내 6개 지점을 대상으로 2년간(2014~2015년) 이화학적 요인, 서식처 환경, 어류 군집을 조사하였다. 어류 군집의 공간적 변이는 지점-종 군집 데이터 메트릭스를 기반으로 한 베타다양성 분석을 통해 정량적으로 제시하였다. 또한 청계천 내 전체 군집 변이 값(베타다양성)과 함께 각각의 지점이 청계천 전체 베타다양도에 기여하는 값 (LCBD, Local Contribution to Beta Diversity)도 계산하였다. 데이터 분석의 기반이 되는 지점-종 군집 데이터 테이블은 출현-비출현, 풍부도, 헤링거 변환 값의 세 가지 형태로 적용하였고, 해당 데이터 형태에 따른 베타다양성과 지점별 변이 영향을 각각 계산하여 비교하였다. 헤링거 변환을 통해 계산된 베타다양성 값은 출현-비출현 정보나 풍부도를 바탕으로 한 분석보다 큰 값을 보여주어 공간적 변이를 가장 잘 보여주는 것으로 나타났다. 각 지점별 군집 변이 기여도(LCBD)는 출현-비출현 정보와 해링거 변환을 통한 분석이 유사한 경향을 보여주었다. 자료의 정규성을 가지기 어려운 어류 군집 자료의 경우 풍부도를 이용한 공간 변이 분석은 적절하지 않은 것으로 판단된다. 추가적으로 다양한 환경 요인 및 군집 지수와 베타다양성 기여도 값의 관계를 상관분석을 통해 나타내었다. 해당 지점의 알파다양성 지수와 베타다양성 기여도가 높은 음의 상관관계를 보였고 이는 선행 연구와 유사한 결과이다. 본 연구에 적용한 방법은 매트릭스 형태의 자료를 대상으로 베타다양성 계산과 지점별 군집 변이 기여도를 수치화하는 데 유용한 것으로 나타났다.

• 한국물환경학회지
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• 제39권4호
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• pp.261-268
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• 2023

The benthic macroinvertebrates index (BMI) was developed based on the 5-day biochemical oxygen demand (BOD₅), which is the amount of biodegradable organic matter in stream water. However, benthic macroinvertebrates mainly live in the streambed substrate and are affected by the interaction of water quality and substrate. This study was conducted to examine the interactive relationship between water quality items (BOD₅, total phosphorus (TP), total suspended solids (TSS)) and substrate with BMI by performing statistical analyses (four-way analysis of variance, Pearson's correlation analysis, partial correlation analysis and multiple regression analysis). The data used in the analyses were collected from 19,915 sampling units at 1,937 sites in South Korea from 2010 to 2020. The interaction effect between BOD₅ and substrate types was confirmed through a four-way analysis of variance. Partial correlation analysis and multiple regression analysis estimated the degree of influence on the change in BMI value in the order of mean grain size of the substrate as (𝜱_m) > BOD₅ > TP > TSS. BMI can be regarded as an index that evaluates the comprehensive effects of water quality and streambed status, although it is an index that was developed based on the amount of biodegradable organic matter in a water column.

• 한국BIM학회 논문집
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• 제8권4호
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• pp.72-79
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• 2018

Rapid developments around the world have resulted in urban expansion, habitat destruction, habitat fragmentation, and pollution problems, which are the main reasons for the decline in biological diversity. The United Nations warns that many animals and plants will die out in the near future if this continues. This study was performed to propose a map of eco-corridor suitability analysis of Korean water deer(Hydropotes Inermis) to enhance biodiversity in Chuncheon city. Eight factors affecting habitat suitability were elevation, aspect, slope, forest type, distance to the road, distance to the stream, land use and green connectivity. Previous study analysis on the mobility behaviour of the Korean water deer(Hydropotes Inermis) produced a habitat suitability map by determining the threshold and assigning a value between 0 and 1 depending on the habitat suitability using the fuzzy function. A method of analysis was proposed for a number of eco-corridor through comparative analysis of the data from the produced habitat suitability map and the road-kill point. The previous studies were focused on Backdudaegan region and national parks except for urban cities. The potential habitat map of Korean water deer could be helpful as a way to prevent habitat disconnection and increase species diversity in urban areas.

• 한국농공학회지
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• 제19권1호
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• pp.4296-4311
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• 1977

This study was conducted to derive an Instantaneous Unit Hydrograph for the accurate and reliable unitgraph which can be used to the estimation and control of flood for the development of agricultural water resources and rational design of hydraulic structures. Eight small watersheds were selected as studying basins from Han, Geum, Nakdong, Yeongsan and Inchon River systems which may be considered as a main river systems in Korea. The area of small watersheds are within the range of 85 to 470$\textrm{km}^2$. It is to derive an accurate Instantaneous Unit Hydrograph under the condition of having a short duration of heavy rain and uniform rainfall intensity with the basic and reliable data of rainfall records, pluviographs, records of river stages and of the main river systems mentioned above. Investigation was carried out for the relations between measurable unitgraph and watershed characteristics such as watershed area, A, river length L, and centroid distance of the watershed area, Lca. Especially, this study laid emphasis on the derivation and application of Instantaneous Unit Hydrograph (IUH) by applying Nash's conceptual model and by using an electronic computer. I U H by Nash's conceptual model and I U H by flood routing which can be applied to the ungaged small watersheds were derived and compared with each other to the observed unitgraph. 1 U H for each small watersheds can be solved by using an electronic computer. The results summarized for these studies are as follows; 1. Distribution of uniform rainfall intensity appears in the analysis for the temporal rainfall pattern of selected heavy rainfall event. 2. Mean value of recession constants, Kl, is 0.931 in all watersheds observed. 3. Time to peak discharge, Tp, occurs at the position of 0.02 Tb, base length of hlrdrograph with an indication of lower value than that in larger watersheds. 4. Peak discharge, Qp, in relation to the watershed area, A, and effective rainfall, R, is found to be {{{{ { Q}_{ p} = { 0.895} over { { A}^{0.145 } } }}}} AR having high significance of correlation coefficient, 0.927, between peak discharge, Qp, and effective rainfall, R. Design chart for the peak discharge (refer to Fig. 15) with watershed area and effective rainfall was established by the author. 5. The mean slopes of main streams within the range of 1.46 meters per kilometer to 13.6 meter per kilometer. These indicate higher slopes in the small watersheds than those in larger watersheds. Lengths of main streams are within the range of 9.4 kilometer to 41.75 kilometer, which can be regarded as a short distance. It is remarkable thing that the time of flood concentration was more rapid in the small watersheds than that in the other larger watersheds. 6. Length of main stream, L, in relation to the watershed area, A, is found to be L=2.044A0.48 having a high significance of correlation coefficient, 0.968. 7. Watershed lag, Lg, in hrs in relation to the watershed area, A, and length of main stream, L, was derived as Lg=3.228 A0.904 L-1.293 with a high significance. On the other hand, It was found that watershed lag, Lg, could also be expressed as {{{{Lg=0.247 { ( { LLca} over { SQRT { S} } )}^{ 0.604} }}}} in connection with the product of main stream length and the centroid length of the basin of the watershed area, LLca which could be expressed as a measure of the shape and the size of the watershed with the slopes except watershed area, A. But the latter showed a lower correlation than that of the former in the significance test. Therefore, it can be concluded that watershed lag, Lg, is more closely related with the such watersheds characteristics as watershed area and length of main stream in the small watersheds. Empirical formula for the peak discharge per unit area, qp, ㎥/sec/$\textrm{km}^2$, was derived as qp=10-0.389-0.0424Lg with a high significance, r=0.91. This indicates that the peak discharge per unit area of the unitgraph is in inverse proportion to the watershed lag time. 8. The base length of the unitgraph, Tb, in connection with the watershed lag, Lg, was extra.essed as {{{{ { T}_{ b} =1.14+0.564( { Lg} over {24 } )}}}} which has defined with a high significance. 9. For the derivation of IUH by applying linear conceptual model, the storage constant, K, with the length of main stream, L, and slopes, S, was adopted as {{{{K=0.1197( {L } over { SQRT {S } } )}}}} with a highly significant correlation coefficient, 0.90. Gamma function argument, N, derived with such watershed characteristics as watershed area, A, river length, L, centroid distance of the basin of the watershed area, Lca, and slopes, S, was found to be N=49.2 A1.481L-2.202 Lca-1.297 S-0.112 with a high significance having the F value, 4.83, through analysis of variance. 10. According to the linear conceptual model, Formular established in relation to the time distribution, Peak discharge and time to peak discharge for instantaneous Unit Hydrograph when unit effective rainfall of unitgraph and dimension of watershed area are applied as 10mm, and $\textrm{km}^2$ respectively are as follows; Time distribution of IUH {{{{u(0, t)= { 2.78A} over {K GAMMA (N) } { e}^{-t/k } { (t.K)}^{N-1 } }}}} (㎥/sec) Peak discharge of IUH {{{{ {u(0, t) }_{max } = { 2.78A} over {K GAMMA (N) } { e}^{-(N-1) } { (N-1)}^{N-1 } }}}} (㎥/sec) Time to peak discharge of IUH tp=(N-1)K (hrs) 11. Through mathematical analysis in the recession curve of Hydrograph, It was confirmed that empirical formula of Gamma function argument, N, had connection with recession constant, Kl, peak discharge, QP, and time to peak discharge, tp, as {{{{{ K'} over { { t}_{ p} } = { 1} over {N-1 } - { ln { t} over { { t}_{p } } } over {ln { Q} over { { Q}_{p } } } }}}} where {{{{K'= { 1} over { { lnK}_{1 } } }}}} 12. Linking the two, empirical formulars for storage constant, K, and Gamma function argument, N, into closer relations with each other, derivation of unit hydrograph for the ungaged small watersheds can be established by having formulars for the time distribution and peak discharge of IUH as follows. Time distribution of IUH u(0, t)=23.2 A L-1S1/2 F(N, K, t) (㎥/sec) where {{{{F(N, K, t)= { { e}^{-t/k } { (t/K)}^{N-1 } } over { GAMMA (N) } }}}} Peak discharge of IUH) u(0, t)max=23.2 A L-1S1/2 F(N) (㎥/sec) where {{{{F(N)= { { e}^{-(N-1) } { (N-1)}^{N-1 } } over { GAMMA (N) } }}}} 13. The base length of the Time-Area Diagram for the IUH was given by {{{{C=0.778 { ( { LLca} over { SQRT { S} } )}^{0.423 } }}}} with correlation coefficient, 0.85, which has an indication of the relations to the length of main stream, L, centroid distance of the basin of the watershed area, Lca, and slopes, S. 14. Relative errors in the peak discharge of the IUH by using linear conceptual model and IUH by routing showed to be 2.5 and 16.9 percent respectively to the peak of observed unitgraph. Therefore, it confirmed that the accuracy of IUH using linear conceptual model was approaching more closely to the observed unitgraph than that of the flood routing in the small watersheds.

• 한국정보과학회논문지:소프트웨어및응용
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• 제27권8호
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• pp.864-876
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• 2000

본 논문에서는 일반적인 영화를 인코딩한 MPEG 형식의 비디오 데이타에 대해 장면과 장면 사이의 경계점에서 나타나는 여러 오디오 특성을 이용하는 새로운 장면 경계 검출 방법을 제안하고 실험을 통해서 그 유용성을 보인다. 일반적인 영상에서 장면 경계 지점에서는 영상의 내용이 크게 바뀜에 따라 오디오 정보도 같이 변화한다는 특성이 있으며, 본 논문에서는 이러한 장면경계에서의 오디오 정보 변화를 각각 급진변화(Radical Change), 점진변화(Gradual Change), 미세변화(Micro Change)로 분류하였으며, 각 변화의 특성을 분석하고 이를 검출하는 알고리즘을 제안하였다. 급진변화는 장면과 장면의 경계점에서 오디오가 음량의 급격한 증감이 발생하고 음색 또한 급격히 달라지는 형태를 취하고 있으며, 점진변화는 긴 시간에 걸쳐서 음량 및 음색이 달라지는 형태를, 미세변화는 음량의 변화없이 일부 음색과 주파수 분포가 달라지는 특성을 가지고 있다. 본 논문에서는 이러한 특성을 토대로 시간축을 따라 진행하는 윈도우를 설정하여 이 윈도우 내에서의 오디오 변화를 추적함으로써 위의 세 가지 형태의 장면 경계를 추출하는 방법을 제안한다. 다양한 영화를 통한 실험에서 실제 샘플로 사용된 영화들에서 가장 많은 부분을 차지하는 급진변화에 대하여 본 논문에서 제안한 방법이 높은 검출율을 얻을 수 있음을 알 수 있었다. 본 논문에서 제안한 오디오 정보를 이용한 장면 경계 검출 방법은 비디오 정보를 이용한 장면 경계 검출과 같이 병행하여 사용함으로써 MPEG 형식의 영상정보에 대한 데이타 베이스 구축에 유용하게 사용될수 있을 것이다.관 주위에 많았다.findings suggest that compounds 6 and 11 are modulating various elements of the host immune response.%로서, carbofuran 단독투여와 carbofuran과 PB 또는 3-MC 투여사이에 대사산물의 종류는 같았으나 생성율에는 큰 차이가 있었다. 이와 같은 결과는 쥐에 carbofuran 투여 후 PB나 3-MC를 투여함으로써 carbofuran의 대사가 빠르게 이루어지고, 주 대사산물 중3-hydroxycarbofuran보다 독성 이 낮은 3-ketocarbofuran으로의 대사가 빠르게 이루어지기 때문에 carbofuran의 독성이 경감되어 쥐가 생존할 수 있는 것으로 판단된다.시장젓갈${\lrcorner}$에는 글루타민산, leucine, alanine, lysine의 4종류, ${\ulcorner}$반찬젓갈${\lrcorner}$에는 글루타민산, leucine, alanine의 3종류, ${\ulcorner}$일본병조림젓갈${\lrcorner}$은 글루타민산이 현저하게 많다.회하였다.ollowed fro all Sullungtang samples from Hanwoo. The results showed that the overall quality of Sullungtang significantly decreased as the parity increased for Hanwoo cows. The Sullungtang

• 환경영향평가
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• 제20권3호
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• pp.357-365
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• 2011

The QUAL2K has the same basic characteristics as the QUAL2E model, which has been widely used in stream water quality modeling; in QUAL2K, however, various functions are supplemented. The QUAL2Kw model uses a genetic algorithm(GA) for automatic calibration of QUAL2K, and it can search for optimum water quality parameters efficiently using the calculation results of the model. The QUAL2Kw model was applied to the Gangneung Namdaecheon River on the east side of the Korean Peninsula. Because of the effluents from the urban area, the middle and lower parts of the river are more polluted than the upper parts. Moreover, the hydraulic characteristics differ between the lower and upper parts of rivers. Thus, the river reaches were divided into seven parts, auto-calibration for the multiple reaches was performed using the function of the user-defined automatic calibration of the rates worksheets. Because GA parameters affect the optimal solution of the model, the impact of the GA parameters used in QUAL2Kw on the fitness of the model was analyzed. Sensitivity analysis of various factors, such as population size, crossover probability, crossover mode, strategy for mutation and elitism, mutation rate, and reproduction plan, were performed. Using the results of this sensitivity analysis, the optimum GA parameters were selected to achieve the best fitness value.

• 한국지하수토양환경학회지:지하수토양환경
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• 제25권2호
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• pp.1-8
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• 2020

In general, the estimation of optimum yield for the radial collector well is determined by the empirical equation or numerical modeling, in which hydraulic conductivity of the aquifer is a main influence factor. Hydraulic conductivities of 164 soil samples collected from boreholes and horizontal wells (average length: about 50 m) installed during well construction in the Anseong stream were drawn in two-dimensional map by the Kriging method and utilized in this study. Hydraulic conductivity analyses by Representative Elementary Count (REC) indicated the average hydraulic conductivity is similar to that of the pumping test when the number of samples reaches about 1,000, which correspond to 1,000 ㎡. Pumping test was also conducted at 1 pumping well and 13 observation wells to estimate hydraulic conductivities at each observation well. REC analysis indicated that the average value of hydraulic conductivity calculated from at least four observation wells is valid as a representative value. The overall result suggested that multiple observation wells or multiple pumping-observation well systems that are located within the range of horizontal wells should be utilized to properly estimate the representative hydraulic conductivity values and the yield of a radial collector well.

• 대한산업공학회지
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• 제28권2호
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• pp.139-146
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• 2002

The third generation mobile communication needs to provide multimedia service with increased data rates. Thus an efficient allocation of radio and network resources is very important. This paper models the 'burst switching' as an efficient radio resource allocation scheme and the performance is compared to the circuit and packet switching. In burst switching, radio resource is allocated to a call for the duration of data bursts rather than an entire session or a single packet as in the case of circuit and packet switching. After a stream of data burst, if a packet does not arrive during timer2 value ($\tau_{2}$), the channel of physical layer is released and the call stays in suspended state. Again if a packet does not arrive for timerl value ($\tau_{1}$) in the suspended state, the upper layer is also released. Thus the two timer values to minimize the sum of access delay and queuing delay need to be determined. In this paper, we focus on the decision of $\tau_{2}$ which minimizes the access and queueing delay with the assumption that traffic arrivals follow Poison process. The simulation, however, is performed with Pareto distribution which well describes the bursty traffic. The computational results show that the delay and the packet loss probability by the burst switching is dramatically reduced compared to the packet switching.