• 전기학회논문지
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• 제57권1호
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• pp.137-141
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• 2008

Biochip, which implements bioanalytical process on a tiny surface, is one of candidates for medical diagnosis, drug screening, and molecular sensing. In general, a type of biochip based on microfluidics is composed of microcomponents including microchannel, pump, and valve, which require complicated processes. In this study, gray-scale photolithography(GSPL) was applied to fabricate a biochip with multiple layers. A mould for casting PDMS(polydimethylsiloxane) channel, was fabricated using GSPL. A gray-photomask was prepared by printing gray patterns on a high-quality glossy paper followed by photoreducing by 10:1 onto the photo-film. The formation of multiple layers was studied according to the change of gray level of pattern and the developing time. A biochip composed of a weir(multiple layer structure) and a reaction chamber in a single microchannel was fabricated in a glass plate. Finally, we investigated the application of biochip to antigen-antibody reaction by packing the microbead coated with antibody.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2019년도 학술발표회
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• pp.159-159
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• 2019

In this study, the simulation of sediment deposition at Sangju weir reservoir, South Korea, was carried out using artificial neural networks. The ANNs have typically been used in water resources engineering problems for their robustness and high degree of accuracy. Three basic variables namely turbid water inflow, outflow, and water stage have been used as input variables. It was found that ANNs were able to establish valid relationship between input variables and target variable of sedimentation. The R value was 0.9806, 0.9091, and 0.8758 for training, validation, and testing phase respectively. Comparative analysis was also performed to find optimum structure of ANN for sediment deposition prediction. 3-14-1 network architecture using BR algorithm outperformed all other combinations. It was concluded that ANN possess mapping capabilities for complex, non-linear phenomenon of reservoir sedimentation.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2022년도 학술발표회
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• pp.138-138
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• 2022

Understanding a stream's or river's discharge is essential for a variety of hydrological and geomorphological applications at various sizes. However, depending on the stream environment and flow conditions, it is crucial to use the appropriate techniques and instruments. This will ensure that discharge estimations are as reliable as possible. This study presents developed smart system for continuous measurement of open channel discharge and evaluate streamflow measurement over various techniques. This includes developed smart flow meter as flow point measurements, smart water level sensor (installed on Hydraulic Structure ? Weir) and current meters. Advantages and disadvantages of each equipment are presented to ensure that the most appropriate method can be selected. we found that smart water level sensor is more prominent once used during flood event as compared to smart flow meter and current meters, while current meters seems to show better accuracy once applied for open channel.

• 한국농공학회지
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• 제12권4호
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• pp.2090-2123
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• 1970

This paper is a report on the research of experimental model test of Andong Fill Dam, which has been planned by the Government of Korea as a project, of its over-flowing capacity in spillway, creation of minus pressure and structure of anti-water impulse in over-flow weir. Andong Fill Dam is one of the project of master development plant for water resources, locating at Nakdong River side of Korea, and is aimed to have a multi-purpose dam for flood-control, irrigation, water power, urban and industrial water supply. This dam is planned to erect in fill-dam type due to the improper soil foundation and condition for concrete dam. The refore for the proper and advantageous points, this is designed as center core fill dam. By a model minimized of Andong Fill Dam, held an experimental model test on water quentity of reservir, discharges of overflow part, low pressure and anti-water impulse of overflow part, which was conducted an experiment by flowing aspects through each section of spillway to find the changes of water pressure and that of water level, and corrected the section of each part in order to conduct a check on the creation of minus pressure not to be over acted to the allowable bundary of the section structure; and for the prevention of concentated scouring at the down stream side of flow.

• Earthquakes and Structures
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• 제22권4호
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• pp.387-399
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• 2022

To study the seismic damage of masonry structures and understand the characteristics of the multi-intensity region, according to the Dujiang weir urbanization of China Wenchuan earthquake, the deterioration of 3991 masonry structures was summarized and statistically analysed. First, the seismic damage of multistory masonry structures in this area was investigated. The primary seismic damage of components was as follows: Damage of walls, openings, joints of longitudinal and transverse walls, windows (lower) walls, and tie columns. Many masonry structures with seismic designs were basically intact. Second, according to the main factors of construction, seismic intensity code levels survey, and influence on the seismic capacity, a vulnerability matrix calculation model was proposed to establish a vulnerability prediction matrix, and a comparative analysis was made based on the empirical seismic damage investigation matrix. The vulnerability prediction matrix was established using the proposed vulnerability matrix calculation model. The fitting relationship between the vulnerability prediction matrix and the actual seismic damage investigation matrix was compared and analysed. The relationship curves of the mean damage index for macrointensity and ground motion parameters were drawn through calculation and analysis, respectively. The numerical analysis was performed based on actual ground motion observation records, and fitting models of PGA, PGV, and MSDI were proposed.

• 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.

• 한국수자원학회논문집
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• 제42권7호
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• pp.559-569
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• 2009

환경 및 경제적 문제 등으로 인해 댐과 같은 대규모 수공구조물의 신설이 점차 어려워짐에 따라, 천변저류지 등과 같은 소규모 수공구조물의 설치가 대안으로 검토되고 있다. 천변저류지와 같은 소규모 수공구조물의 경우 홍수량, 유입수문곡선, 천변저류지 용량 및 월류위어의 월류고 등에 따라 홍수저감효과가 민감하게 반응하므로, 대상 저류지의 제원 결정을 위해 목표하는 설계빈도 결정이 선행되어야 한다. 또한 천변저류지를 이용하여 목표하는 홍수저감효과를 얻기 위해 다수의 천변저류지가 설치되어야 하며, 즉 천변저류지군의 홍수조절효과는 이들 저류지군을 연계한 수문네트워크의 분석에 의해 산정되어야 한다. 본 연구에서는 설계빈도 변화에 따른 천변저류지군의 홍수저감효과를 산정해 보았으며 산정된 홍수저감효과를 분석하여 천변저류지의 최적위치를 선정하기 위한 새로운 지수를 제안하였다. 천변저류지의 최적위치를 결정하기 위해 개발된 기존의 의사결정모형을 보완하여 제안된 지수를 산정하기 위한 모형을 개발하였으며, 개발된 모형을 안성천유역에 적용하여 기존의 연구결과와 비교하고, 적용성을 검토하였다. 그 결과 천변저류지 최적위치를 결정하기 위한 기준으로의 활용이 가능한 것으로 판단되었다.

• Animal Bioscience
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• 제34권5호
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• pp.789-800
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• 2021

Objective: Conservation and genetic improvement of cattle breeds require information about genetic diversity and population structure of the cattle. In this study, we investigated the genetic diversity and population structure of the three cattle breeds in the Korean peninsula. Methods: Jeju Black, Hanwoo, Holstein cattle in Korea, together with six foreign breeds were examined. Genetic diversity within the cattle breeds was analyzed with minor allele frequency (MAF), observed and expected heterozygosity (HO and HE), inbreeding coefficient (FIS) and past effective population size. Molecular variance and population structure between the nine breeds were analyzed using a model-based clustering method. Genetic distances between breeds were evaluated with Nei's genetic distance and Weir and Cockerham's FST. Results: Our results revealed that Jeju Black cattle had lowest level of heterozygosity (HE = 0.21) among the studied taurine breeds, and an average MAF of 0.16. The level of inbreeding was -0.076 for Jeju Black, while -0.018 to -0.118 for the other breeds. Principle component analysis and neighbor-joining tree showed a clear separation of Jeju Black cattle from other local (Hanwoo and Japanese cattle) and taurine/indicine cattle breeds in evolutionary process, and a distinct pattern of admixture of Jeju Black cattle having no clustering with other studied populations. The FST value between Jeju Black cattle and Hanwoo was 0.106, which was lowest across the pair of breeds ranging from 0.161 to 0.274, indicating some degree of genetic closeness of Jeju Black cattle with Hanwoo. The past effective population size of Jeju Black cattle was very small, i.e. 38 in 13 generation ago, whereas 209 for Hanwoo. Conclusion: This study indicates genetic uniqueness of Jeju Black cattle. However, a small effective population size of Jeju Black cattle indicates the requirement for an implementation of a sustainable breeding policy to increase the population for genetic improvement and future conservation.

• 환경생물
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• 제39권2호
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• pp.195-206
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• 2021

우리나라에서는 2020년에 생태계 건강성 측면에서 어류의 상하류 간 종적연결성 평가법에 대한 연구개발에 착수하였다. 본 연구는 최근 어류이동을 위한 아이스하버식 어도의 횡단구조물 개선이 이루어진 연곡천 송림보에서 2015~2020년 장기간 동안 보의 상하류 회유성 어종 이동성, 어류분포 특성, 섭식길드, 내성도 길드 및 종조성 변화를 분석하였다. 어류는 총 36종 5,136개체가 채집되었으며, 주요 회유성 어류는 황어(Tribolodon hakonensis), 은어(Plecoglossus altivelis altivelis), 연어(Oncorhynchus keta)로 3종이 확인되었다. 어도의 개선 이전(Pre-I)과 이후(Post-I) 비교분석에 따르면, 상류구간에서 일차담수어의 상대풍부도는 증가한 반면, 회유성 어종은 감소하였다. 송림보의 상/하류구간에서 어도(Fishway)를 이용하는 어류는 황어(58.4%), 은어(11.8%)로 나타났고, 상/하류 구간의 Wilcoxon Signed-Rank Test에 따르면, 회유성 어류는 통계학적으로 유의한 차이를 보여(p<0.05), 횡단구조물에 대한 생물학적 개선효과를 보였다. 한편, Mann-Kendall trend test 기반의 회유성 어류의 연별 변화는 유의한 수준(p>0.05)의 증가 혹은 감소의 경향은 확인되지 않았다. 따라서 어도의 개선 사업 시에는 물리적, 수리수문학적, 구조적 테스트뿐만 아니라 사전 및 사후의 어도이용 및 개선 효과에 대한 생물학적 시험도 반드시 필요할 것으로 사료된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.124-143
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• 2010

Cofferdam is a temporary levee or dam structure built by using sheet pile or earth materials to prevent water infiltration during construction work of bridge, dam, harbour dock, or hydraulic structures in the river. In this regard, it is required to secure cutoff ability for dry work and workability for rapid installation and removal of the temporary dam or levee structures. In this paper, case studies for design and construction of cofferdam were performed, and water diversion method was briefed with some examples of cofferdam type as well. For the case study details of design and construction were reviewed based on cofferdams under construction related to 16 submerged weirs of "The 4-river restoration project" and dam type cofferdam respectively. From the review, it was known that the method for changing the water flow is selected based on the data from geological and geo-hydraulic site investigation in order to mitigate environmental effects by making sure if the design cross-sectional area of flow and maximum working days are sufficiently guaranteed. Finally, the primary findings and main conclusion derived are summarized that determination of applicable type of cofferdam should be checked by case study and meet design requirements such as water inflow control, constructability.