• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.169-174
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• 1999

The reclamation area of Saemangeum (Kunsan) located between 126$^{\circ}$10' -126$^{\circ}$50'E and and 35$^{\circ}$35'N -36$^{\circ}$05'N at the western coast of Korea. The construction of the 33km sea dike is building in the Saemangeum area. When the construction of the sea dike in the coastal region takes plase, there exists a certain amount of soil which is diffused by the tidal current. Behavior of the soil diffusion usually depends on its intrinsic characteristics, bathymetry, construction method and used mchinery. The amount of soil at the construction acts as a pollutant which is the cause of changing the marine environment. When the soil material is diffused , it may form a layer which obstructs the light passing into the sea and causes the extinction or alteration of the living beings on the sea bottom. The settlement of soil material could change the sea bottom deposit. The purpose of MITIGATION is to harmonize the development and the conservation of environment, to restrict environmental destruction and to reproduce the enviroment damaged by the construction in the coastal region. The purpose of this study is to find the method by which we minimize the anti-function of development in the coastal region. Tide and tidal current are calculated using a two-dimensional numerical model before the construction of sea dike in Saemangeum Bay. The numerical results are compared well with field observations. On the basis of these results, we caculated the tide and tidal current after the construction of the sea dike in order to investigate the change of the tide and tidal current after the construction of the sea dike. Moreover, we calculated the tide and tidal current after the construction of submerged breakwater in order to preserve the enviornmental condition of creature habitat . We compared the tide and tidal current before and after the construction of submerbed breakwater, to investigate the possbility of MITIGATION in the fisheries.

• 수산해양기술연구
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• 제53권3호
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• pp.266-275
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• 2017

The maximum sustained yield (MSY) of shellfish caught through dredge fishery was 7,250 to 7,490 MT from 1990 to 1999, which was not affected by the construction of the Saemangeum Dike. The MSY from 2000 to 2016, under the influence of the dike, was 1,716 to 1,776 MT when the total annual fish catch was 1,000 MT or more, and 289 to 336 MT when it was less than 1,000 MT. The construction of the Saemangeum Dike led to a decrease in the catch volume of the offshore dredge fishery in Jeollabuk-do, to 4.2 to 23.7% of that before its construction. The allowable biological catch (ABC) was estimated to be 313 to 1,532 MT per year, which was about 72.3 to 94.3% less than before the construction of Saemangeum Dike. Currently, the dredge fishery in Jeollabuk-do relies on comb pen shells. For fishery management, the catch per vessel should be set at 51.0 MT/year or less, and the number of fishing vessels should be reduced to 22 as quickly as possible. Besides, in the long term, the number of current fishing vessels should be reduced to less than half in consideration of the comb pen shell collecting period in Jeollabuk-do.

• International Journal of Knowledge Content Development & Technology
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• 제13권1호
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• pp.27-41
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• 2023

The outbreak of the corona virus diseases (COVID-19) in the late 2019 has affected all facets of educational system including library and information services. Reference services, an important aspect of library services are not exempted from this impact. This study therefore, investigated the impact of COVI\D-19 pandemic on the use of reference services and sources by postgraduate students using Kenneth Dike Library (KDL), University of Ibadan, as a case study. Using descriptive survey of correlational type, the study adopted the use of structured questionnaire to randomly select three hundred (300) postgraduate users of reference sources and services in KDL using online survey monkey. Of the three hundred (300) copies, two hundred and twenty three (223) copies, repre- senting 74.3% were retrieved and used for analysis. Findings revealed that, in spite of COVID-19 pandemic, most postgraduate students used Current Awareness Services (203, 91.0%, mean = 3.19), Reference Sources (202, 90.5%, mean = 3.18) and On-line Public Access Catalogue (195, 87.4%, mean = 3.13); low frequency of bibliotherapy (mean=2.22), Reader's Advisory services (mean=2.30) and inter-library loan (mean=2.13) and that COVID-19 pandemic had high impact on post- graduate students' use of reference services in Kenneth Dike Library, University of Ibadan. Based on the findings, recommendations were made that library management should consider the adoption of virtual reference services (VRS) in addition to the conventional mode of refer- ence services to enhance patronage in the COVID-19 era. The library users should also be trained on how to take advantage of the COVID-19 pandemic to learn new skills in the digital space that will eventually optimize the usage of the library remotely.

• 한국지구과학회지
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• 제43권5호
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• pp.618-638
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• 2022

경기육괴 중서부에 위치한 화성시 우음도 일대에는 고원생대 호상편마암을 관입하고 있는 중기 쥐라기의 화강암 암맥군이 발달한다. 우음도 일대의 대표 노두에서 야외 횡절관계를 근거하면 4개의 암맥들(UE-A, UE-C, UE-D, UE-E)로 구분되며, 방향성에 따라서는 북서 방향(UE-A 암맥), 북서 내지 서북서 방향(UE-C 암맥), 북동 방향(UE-D 및 UE-E 암맥)의 3개의 암맥군으로 나타난다. 이들 화강암 암맥들은 괴상의 중립~조립질의 흑운모 화강암으로 야외에서 관찰된 이들의 상대연령은 UE-A, UE-D (=UE-E), UE-C 순으로 젊어진다. 또한 암맥들의 기하학적 분석으로부터 UEA 및 UE-C 암맥은 대략 북동-남서 방향의 최소수평응력장 하에서 관입한 것으로 판단된다. 주원소 분석에 의한 SiO₂ 평균 함량에서 비교적 낮은 값을 보인 UE-A 암맥은 다른 암맥들보다 초기 마그마 분화의 산물임을 지시하여 암맥들의 상대연령과도 부합한다. SHRIMP 저어콘 U-Pb 연대측정으로부터 구한 암맥별 ²⁰⁶Pb/²³⁸U 누적평균연령은 각각 약 167 Ma (UE-A), 164 Ma (UE-C), 167 Ma (UE-D), 167 Ma (UE-E)로 UE-A, UE-D, UE-E 암맥들은 매우 유사한 연령을 보이며 이들 암맥 중 가장 세립인 UE-C 암맥은 가장 젊은 연령을 나타내어 야외에서 관찰한 상호 횡절관계에 의한 상대연령과 주원소 분석 결과와도 일치한다. 따라서 연구지역의 화강암 암맥들은 중생대 중기 쥐라기(약 167 Ma와 164 Ma)에 짧은 시간 간격을 두고 다양한 화강암질 마그마가 관입한 결과이며, 이들 관입 시기는 지리적으로 중기 쥐라기 암체들이 널리 분포하고 있는 경기육괴의 심성암체들과 일치하는 연령이다. 따라서 연구지역의 화강암 암맥군은 지구조적으로 쥐라기 동안 섭입하는 해양판의 얕아지는 섭입각과 함께 북서 방향으로 이동하는 화성활동의 결과로 형성되었음을 의미한다.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2001년도 학술발표회 발표논문집
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• pp.306-309
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• 2001

The objective of this study is to evaluate the changes of hydraulic environment after the construction of Saemangeum sea-dikes. Numerical simulation on the tidal condition of dated 17 Apr. 1999 is performed with and without sea-dike construction status for the comparison. Results show the tidal amplitude is reducing approximately 20 cm after the construction of sea-dike during spring tide condition of 6.9 m amplitude. Currents after construction of sea-dikes along the alignment, the northern part shows 50% (inner), 90% (outer) and the southern part shows 10% (inner), 50% (outer) of the current before construction.

• 한국항해항만학회지
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• 제28권9호
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• pp.821-825
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• 2004

The purpose of this study is the assessment of changes in the leisure patterns of users of the Eulsook-do before and after the estuary dike construction. The following survey research method was conducted to implement the study, sampling by age was carried out selectively and randomly alike. A total of 319 persons were chosen for final analysis, excluding questionnaires answered found to be inappropriate. To measure the image of the lower Nakdong River around the Eulsook-do, with advice sought from experts, researchers, through several pilot tests, developed a 24-item semantic differential scale(SDS) that has two bi-polar adjectives at each end Study of the pre- and post- construction images of the Eulsook-do located on the coast of Busan suggests the dike construction has brought about negative changes in the Eulsook-do's overall image. There can be two alternatives for improving the negative image: restoration and development.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2003년도 학술발표논문집
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• pp.315-318
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• 2003

A study was performed to examine the soil environment, vegetation type to the inside slope of sea dike. The soil pH was about 8.5, electric conductivity was $4.59dSm^{-1}$, soil strength was 12.1mm, organic matter was 0.21%. The vascular plants of the inside slope of sea dike were consisted of 101 taxa such as 26 families, 80 genera, 93 species, 8 varieties, 1 hybrid. The life cycle of the plants was annual 38.6%, biennial 14.8%, perennial 46.5%. As it compared with consistency ratio in the flora of korea, the distribution of annual, biennial appeared highly. From this examine, it appears that the environment need soil improvement using water holding materials and organic supplements.

• 한국해안해양공학회지
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• 제6권2호
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• pp.196-204
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• 1994

도서가 산재해 있고 수심의 변화가 불규칙한 해역을 공간적으로 이산화하기 위하여 전처리 과정에서 가변 격자를 자동으로 발생하여 새만금 해역에 적용함으로써 방조제 축조의 영향을 해석하였다. 비선형의 주기적 유한요소모형(TEANL)이 해석의 도구로 이용되었는데 실측유속과 비교적 잘 일치되는 양호한 결과를 얻을 수 있었다. 모형 적용결과 건설중민 새만금 방조제의 신시도와 가력도 그리고 대항리, 변산반도를 잇는 방조제 전면 해역은 폭이 넓은 일종의 구형 폐쇄만으로 변화되어 이 일대 해역의 순환 및 확산 환경에 심각한 영향을 미칠 수 있을 것으로 예측되었다.

• 한국농공학회논문집
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• 제47권1호
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• pp.35-42
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• 2005

The research has been done to obtain a empirical equation for the depth of replacement by the analysis of data collected from 8 sea-dike construction sites of south coast of Korean peninsula. The correlation analysis results show that the depth of replacement was mainly dependent upon the height of embankment and the undrained shear strength of soft soil. The suggested regression equation was quite well predicted the depth of replacement and recommended to use under certain restrictions where the embankment height was less than 10m and under 0.2 kgf/cm^{2} of the undrained shear strength of soil.

• 대한토목학회논문집
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• 제5권3호
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• pp.71-84
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• 1985

포화(飽和) 및 비포화(非飽和) 흐름을 함께 적용할 수 있는 transient flow 방정식(方程式)을 사용하여 조위(潮位)의 상계(上界) 하강(下降)에 따른 호안제(護岸堤) 내(內) 수두(水頭의) 시간적(時間的) 변화(變化)를 구하였다. 계산(計算)은 FEM 기법(技法)을 써서 흙 속의 흐름 문제를 해석하도록 개발(開發)된 전산(電算)프로그램 FLUMP로 행 하였는데, 본(本) 연구(硏究)에서 조위상승시(潮位上昇時)에도 적용할 수 있도록 이것을 일부분(一部分) 보완(補完)하였다. 호안제(護岸堤)는 두 가지 재료(材料)로 구성된 것으로 보고 10m의 일정(一定)한 조차(潮差)로 인한 제체(제체) 내(內) 수두(水頭)의 시간적(時間j的) 변화(變化)를 최대 96 시간까지 계산하였다. 제체(堤體) 배면(背面)의 지하수위(地下水位)는 최저(最低) 조위(潮位)로부터 0 m, 5 m, 및 10 m의 위치에 있다고 가정하고 제체(堤體) 내(內) 수두(水頭)가 지하수위(地下水位)의 위치에 따라 어떻게 평형되어가는가 알아보았다. 해석결과(解析結果)에 의하여 조위(潮位) 상계(上界) 하강(下降)에 대응(對應)하여 제체(堤體) 내(內) 수두(水頭)도 변화(變化)하나 수두(水頭)의 변화진폭(變化振幅)은 위치마다 다르다는 것을 알게 되었다. 즉(卽), 제체(堤體)의 상류면(上流面) 지단(趾端)에서 수두(水頭)의 진폭(振幅)이 가장 크고 상류면(上流面)에서 제체(堤體) 내(內)로 멀어질수록 진폭(振幅)은 차츰 줄어들며, 어느 위치를 넘어서면 수두(水頭)는 조위변동(潮位變動)의 영향을 받음이 없이 제체(堤體) 배면(背面)의 지하수위(地下水位)에 상응(相應)하는 어떤 평형된 수두(水頭)를 향(向)하여 안정(安定)되어간다. 제체(堤體)가 일시(一時)에 축조되었다고 가정하면 96 시간이 경과하였을 때 제체(堤體) 내(內) 수두(水頭)는 안정(安定)된 위치로 대락(大略) 접근(接近)하였다.