• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2006년도 춘계 학술발표회 논문집
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• pp.800-807
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• 2006

Sea dyke construction is simply defined that the cutting procedure of sea water flow. Sea dyke construction is more difficult than in-land construction because it’s placed on deep seabed and exposed sea wave attack. Especially, the final closure of sea dyke is most dangerous due to the fast velocity of tidal flow. The final closure section is consisted with vast rubble and heavy stone gabion, therefore the discharge velocity at land side of final close section is irregularly and sometime occur the fast discharge velocity. In this study, the seepage model test performed to evaluate seepage behavior with tidal variation of final closure and continuous sea dyke section such as discharge velocity, hydraulic gradient, and phreatic line. Based on the seepage model test results, the maximum discharge velocity of final closure section is 1.7m/sec. Also the local discharge velocity increment and vortex is occurred.

• Ocean and Polar Research
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• 제28권4호
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• pp.475-484
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• 2006

In order to reveal the vertical variation of physical properties in deep-sea sediments, deep-sea sediment cores were collected at 78 stations using a multiple corer in the KR5 area, one of the Korea contract areas for manganese nodule exploration, located in the northeast equatorial Pacific. Based on the color of sediments, sampled sediment cores were characterized into three lithologic units (unit 1,2, and 3). In all sediment cores, three units appear systematically; unit 1 lies at the top of cores and unit 2 and/or unit 3 appear to underlie unit 1 or alternate with unit 3. Unit 1 layer from the top of cores shows dark grayish brown to dark brown with mean thickness of 10.2cm. Unit 2 and 3 layers show very dark brown to black color and yellowish brown to brown color, respectively. According to the physical properties of the deep-sea sediment cores, sediment column can be divided into three sections. Section A $(0{\sim}15cm)$ in subbottom depth consists mostly of unit 1. Mean values of physical properties of section B $(15{\sim}30cm)$ in subbottom depth are similar to those of section C (>30 cm) in subbottom depth. However, the physical properties of section B were more variable than those of section C because of the high activity of bioturbation in section B. These results will provide valuable information for selecting suitable sites for mining manganese nodules in the Korea contract areas.

• 한국지반신소재학회논문집
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• 제5권1호
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• pp.25-32
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• 2006

방조제 공사는 바다를 막아 바닷물의 흐름을 차단해가는 과정으로 육상공사와는 달리 수심이 깊고 파랑이 심한 바다에서 이루어지는 공사이기 때문에 축조재료의 유실이 많고 심할 경우 방조제가 붕괴되는 위험이 큰 공사이다. 특히, 방조제의 끝막이 단면은 대규모 사석과 돌망태 등을 이용하여 시공하므로, 구성 재료가 불규칙하고 간극이 크기 때문에 일반적인 지반내의 침투흐름보다 상당히 빠른 침투가 발생된다. 본 연구에서는 방조제 끝막이 후 축조된 사석단면과 후속공정을 통하여 축조되는 방조제단면에 대한 실내 침투모형시험을 수행하여 침투거동을 예측 및 분석하였다. 다양한 조위변화를 재현하여 근고공 필터매트 시공에 따른 사석단면내의 유속변화, 침윤선 분포 등을 계측하여 침투거동을 분석하였다. 실내 침투모형시험 결과, 끝막이 사석단면의 침투유속은 최대 1.7m/sec 발생하였으며, 근고공 필터매트 시공에 따라 최대 침투유속이 23.7% 감소하였다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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• pp.153-158
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• 2008

In this study, piping and slope stabilities of sea dike were analyzed through pore pressure-mechanic coupled analysis. Through decrement of sea dike inclination, to confirmed cross-section reduction possibility of multi-function sea dike.

• 한국해양공학회지
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• 제24권1호
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• pp.47-52
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• 2010

This study presents a modified scheme for the radar image simulation of sea waves. A simulated radar image was obtained by taking into account the dot product of the directed vector from the radar and the normal vector of the sea surface. Moreover, to calculate the radar image, we used the radar received power and radar cross section. To demonstrate the effectiveness of the proposed scheme, the wave spectrum from field data was utilized to obtain the simulated sea waves. The radar image was simulated using numerically generated sea waves. The wave statistics from the simulation agrees comparatively with those of the original field data acquired by real radar measurements.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1727-1734
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• 2008

After the final closure of sea dyke, seepage behaviour of embankment is highly changed by variation of water head different between tide wave and controlled water level at fresh lake. Especially, the seepage behaviour of bottom protection layer of final closure section is more important factor for structural and functional stability of sea dyke, because of the bottom protection layer of final closure section is penetrated sea side to fresh lake. Even though bottom protection layer was filled with dredged fine sand, it has a high permeability. In this paper, mainly described about the seepage velocity and borehole image of bottom protection layer filled with dredged sand after final closure. Various in-situ tests such as BIPS (Borehole Image Processing System) and ABI (Acoustic Borehole Imager) survey, wave velocity measuring, and color tracer survey were conducted to evaluate the seepage behavior of bottom protection layer. Based on the in-situ tests, the bottom protection layer of final closure section was almost filled with dredged sand which is slightly coarse grain sand and there have sea water flow by water head different between tide wave and controlled water level at fresh lake. Also, comply with tracer survey results, the sea water flow path was not exist or generated in the bottom protection layer. However, because of this result not only short term survey but also just one test borehole survey results, additional long term and other borehole tests are needed.

• 한국농공학회논문집
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• 제56권6호
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• pp.159-167
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• 2014

In this study the process of normalizing hydraulic head loss rate was developed for the purpose of estimation of seepage blocking state at each seepage segment in sea dike embankment. Pore water pressure sensors were installed with some interval along seepage path, then the hydraulic head loss rate at each segment between pore water pressure sensors was calculated, and then the calculated hydraulic head loss rate was normalized based on seepage path length. The comparison of normalized hydraulic head loss rates showed that the cross section of sea dike embankment was homogeneous approximately and the width of cross section was long enough to blocking tide water.

• 한국어류학회지
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• 제27권1호
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• pp.21-25
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• 2015

본 연구는 해상가두리에서 사육한 능성어의 수정란을 가지고 난 발생 및 자어에 미치는 수온과 염분의 영향에 대하여 연구하였다. 수정란은 유백색의 구형으로 분리부성란이었고, 1개의 유구를 가지고 있었으며, 난 발생 과정 동안의 수온은 $21.5{\sim}23.5^{\circ}C$(평균 $22.0{\pm}0.05^{\circ}C$), 염분은 32.0~33.0 psu (평균 $32.5{\pm}0.05psu$) 범위였다. 각 수온조건별로 부화에 소요된 시간은 $15^{\circ}C$에서 29시간, $20^{\circ}C$에서 27시간, $25^{\circ}C$에서 24시간, $30^{\circ}C$에서 17시간, $35^{\circ}C$에서 15시간이 소요되었다. 염분별 부화율은 15 psu에서 80.0%, 20 psu에서 81.8%, 25 psu에서 86.4%, 30 psu에서 89.1%, 35 psu에서 79.1%로 25~30 psu에서 가장 부화율이 높은 것으로 나타났다. 기형율은 저염분 구간인 15 psu (20.0%)와 20 psu (18.2%)보다 35 psu에서 기형율이 20.9%로 가장 높았다. 각 발생 단계별 소요시간 (t:hour)과 수온($T:^{\circ}C$)과의 관계는 직선함수식의 관계를 가지는 것으로 나타났다. 초기발생에 있어 난 발생이 진행되지 않는 생물학적 영도는 평균 $5.4^{\circ}C$로 추정되었다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2010년도 춘계학술대회 논문집
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• pp.970-978
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• 2010

In this study, interior noise of the high speed EMU was estimated by statistical energy analysis (SEA) method. Based on the data measured at a distance of 25m from a running train, exterior noise of the running train was calculated. And then it was designed as noise sources in VA ONE, a commercial software of SEA. coupling and damping loss factor of high speed EMU studied in previous studies is used. The interior noise of the train was estimated for a open-land section. The analysis of interior noise of HST in the tunnel section will be estimated through same method.

• Journal of Construction Engineering and Project Management
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• 제3권2호
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• pp.49-57
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• 2013

A sea dike construction has been increased in Korea because of the actively deployed reclamation project in basis of efficient application in land. The degree of completion in sea dike construction is affected by final closing construction, which has a lot of uncertainty that often results in higher accidents rate. Therefore, this research identified risk factors of final closing construction and classified them. This research examines the likelihood and its impact for each risk factor and calculates the risk degree as to the risk matrix. Based on this, the impact and the environmental conditions that affect to risk factors are investigated and further responsive methods are established for each risk factor. Ultimately, this research attempts to provide the risk retrenchment method for inspectors by proposing risk estimation model, responsive action list, and risk management process.