• 한국농공학회:학술대회논문집
• /
• 한국농공학회 1998년도 학술발표회 발표논문집
• /
• pp.419-424
• /
• 1998

The deduction methods for forced displacement depths caused by sea dike construction often assumed the shape of forced displacements and heaving. To investigate the shape of forced displacements and heaving, a model tests was performed. Results of the tests are as follows; 1) The shape of forced displacements can be assumed ellipse. 2) The shape of heaving can not be assumed uniform shape like a circle and Extents of heaving was varied with the loading height and width. 3) The shape of forced displacements caused by step construction, pebble embankments and soil embankments, also investigated.

• 한국농공학회논문집
• /
• 제57권1호
• /
• pp.1-9
• /
• 2015

In this study it was adopted on sea dike monitoring that the safety monitoring with statistical limits which was adapted usually on safety monitoring by measuring pressures, stresses or deformations. And also the hydraulic head loss rate change according to passage of time was calculated for the purpose of safety monitoring. Safety monitoring by setting the statistical limit on the measured pore water pressure graphs need to be supplemented with an additional method of monitoring because the difference between the rise and fall of the tide was irregular. Safety monitoring by the limits set from values predicted by linear regression and standard errors on the hydraulic head loss graph was not affected by irregularity of tide. But if the condition of an embankment is changed gradually and slowly, it will not be detected on the hydraulic head loss graph. The graph of hydraulic head loss rate for every 24 hours vs date showed clearly that the sea water blocking state was getting better or not even though it was changed gradually and slowly.

• 한국해안해양공학회지
• /
• 제8권2호
• /
• pp.204-214
• /
• 1996

본 연구의 목적은 새만금해역에서 방조제 축조에 따른 토사의 이동형태변화와 토사 확산을 알아보는 데 있다. 유동은 조석잔차류와 관측된 바람, 수온, 염분자료를 이용하여 계산되었다. 유동에 의한 토입자의 3차원적 거동은 Euler-Lagrange 방법으로 추적하였다. 방조제 축조에 따른 토사확산 및 이동 형태는 금강 하구 남쪽에서 고군산군도 북쪽에 대부분의 토사를 퇴적시켰다. 이것은 잔차류의 영향으로 판단된다.

• 한국해안·해양공학회논문집
• /
• 제21권6호
• /
• pp.453-461
• /
• 2009

새만금 방조제 건설 이후 새로운 갯벌 생성이 보고되고 있는 1호 방조제 앞 대항리 갯벌의 지형 변화에 대한 영상 관측을 수행하였다. 갯벌 지역은 이동상의 어려움과 밀/썰물에 따른 시간상의 제약으로 국지 혹은 소수 기선의 현장 관측만으로 제한되는 경우가 많다. 본 연구에서는 밀물시 조간대 갯벌에서 이동하는 수륙 경계선은 간조와 만조 정선 사이의 등고선을 나타낸다는 자연적인 원리를 이용하여 연속 촬영된 영상에서 관측된 수륙 경계선에 대한 실제 공간 좌표를 계산하고 이를 모두 통합함으로서 조간대 지형에 대한 3차원 지형정보를 획득하였다. 2005년 9월부터 2009년 9월까지 6차례의 영상 관측 결과를 분석한 결과 1호 방조제 외측 갯벌은 매년 평균 0.127 m 씩 퇴적된 것으로 나타났으며 공간적 및 시간적으로 다양한 변화를 보였다.

• 한국해안·해양공학회논문집
• /
• 제21권2호
• /
• pp.136-144
• /
• 2009

방조제 시공구간의 사석 및 돌망태의 적정규모를 산정하기 위한 매뉴얼을 개발하였다. 본 매뉴얼은 새만금 방조제 끝막이 구간의 상고공, 바닥보호공, 1차 사석재 구간을 대상으로 한 재료의 이동한계유속을 측정한 수리모형실험 결과와 기존의 경험공식에서 산정되는 규모별 이동한계유속의 비교 및 검증을 통해 개발되었다. 또한 현재까지 수행되지 않았던 사석과 돌망태를 혼용할 경우에 대하여도 이동한계유속을 측정하여 매뉴얼에 추가하였다. 본 매뉴얼은 새만금방조제 끝막이 기간 동안 발생유속에 대한 일별로 시공구간별 적정규모를 제시하였으며, 새만금방조제 끝막이가 끝난 후 그 적용성이 상당히 높게 평가되었다.

• 한국농공학회지
• /
• 제30권4호
• /
• pp.109-116
• /
• 1988

This study was aimed at determining a regime of flow through rubble mound dike consisted of all sized quarrystons, and deriving a relationship between hydraulic gradient (I) and mean flow velocity (V) through the dike. The analysis was carried out with the data observed after final gap closing of the Haenam Sea dike from May, 6 to May, 14, 1987. The resu]ts are summarized as follows: 1. The regime of flow would be defined as the turbulent flow. 2. As to the relationships, two kinds of formula that are exponential and binomial were obtained. Exponential formula: I=2.099V 1.2888 Binomial formula: I=0.6113V+5.5235V$^2$ 3. Correlation coefficient of the former was 0.824 and that of the latter was 0.821, and the deviations between observed data and estimated were 0.0070 and 0.0064 respectively. 4. Comparing the correlation coefficient, both the equations have the same correlation coefficients, but in case of the deviation the binomial equation was better than the exponential equation. Therefore, the binomial equation is proposed for analyzing the flow through rubble mound dike.

• 한국수자원학회논문집
• /
• 제38권1호
• /
• pp.83-96
• /
• 2005

해안매립이 해양의 동수력학, 환경 및 생태계에 미치는 영향을 분석하기 위하여 3차원 동수력학 수치해석을 실시하였다. 이 연구에서는 방조제 건설에 따른 조석, 바람 및 밀도변화 성분을 포함한 조류와 잔차류의 변화를 수치모의 하였다. $\sigma$-좌표로 변환된 지배방정식은 음해유한차분법을 이용하여 해석하였다. 수치모형은 조석의 4대 주요 구성성분인 M$_2$, S$_2$, $K_1$ 및 $O_1$의 조석표를 이용하여 검증하였다. 수치해석결과, 주로 조석 및 바람에 의한 잔차류의 변화가 큰 것으로 나타났다.

• 한국해양공학회지
• /
• 제20권3호
• /
• pp.61-66
• /
• 2006

The estuary has a very complex coastline and bottom topography. Before the close of floodgate, the Keum river estuary was deposited with sediment from the Keum river, created bythe construction of the Keum river estuary dike. So, a periodical dredging is necessary to assure water depth for boat entry and departure to Kunsan port. Theof this study is to find the change of tidal current of M2tide and the topography before and after construction at the Geum River estuary dike. The change of water depth is investigated by digitizing the sea map (No.305) of Kunsan port, which was edited by National Oceanographic Research Institute. The calculated co-range and co-tidal charts of M2tide before the dike construction are similar to the observed ones. Therefore, the amplitude and phase after construction at Geum River estuary dike increases compared to before construction at Geum River estuary dike. The scour occurred in the A-A' section.

• 한국농공학회:학술대회논문집
• /
• 한국농공학회 2002년도 학술발표회 발표논문집
• /
• pp.81-84
• /
• 2002

The Sea dike tidal closure works has traditionally ended in the failure. Therefore, the success of the tidal closure in Hwaong in the sea near Inchon where has the greatest tidal gap in our country deserves to consider its meaning. While its process was going on, we had the difficulty like bad weather, unexpected ground settlement, flow velocity beyond the imagine, etc. Moreover, environment group's rush was so fierce that the works could have been delayed. This works showed that not only technical aspects but also social problems(environment group's rush and public discontents) were important factors in accomplishing the works. Finally, all of the difficulties were overcome and the tidal closure works were successful. So, This success is the best example in a kind of the another works in itself.

• 한국조경학회지
• /
• 제30권1호
• /
• pp.44-51
• /
• 2002

The objective of this project is to improve the environment of the estuary dike on the Youngsan-River through Re-landscaping. An estuary dike of the Youngsan-River, the largest in the Orient, was constructed in 1981 and connects Mokpo City and Youngam-Gun province. Twenty years ago, when this dike was completed, this place was one of the famous tourist attractions of Korea. It symbolized the development and growth of Korea. But this dike at present is only a dreary sight as a huge concrete construction element. Therefore, a wall painting on the estuary dike was planned to improve this image. The site, an estuary dike of the Youngsan-River, is located in Mokpo City and its length is about 1,360m. The planning focus of this re-landscaping, which is a proposed improvement design through the analysis of characteristics and problems in conventional facilities, is as follows: (1) Introduction of a wall painting that is a symbol of the sea and river (by the creation of an illusion), (2) Production of the wall painting which is under consideration to create a friendly atmosphere of the circumference view and (3) Preparation of a design to establish an approach to the waterfront. By following these steps, an estuary dike can function as a tourist attractions and can be transformed in to cultural space for civilian. This project is good example of environment design that is completed with the regional residents participation through community input in the planning and initiation of a wall painting. The concept of environment design which involves the residents participation and re-landscaping in Korea has not been established up to now on. However, as this projects has proven, consideration for regional residents is a very important factor for the administrative office and planing specialist to address. In the future, it will have a direct influence on the development of design planning. If the establishment of space that can be accepted by residents with love, affection and self-confidence is possible, environment design in which residents participate actively, can be realized.