• Journal of Korean Society of Coastal and Ocean Engineers
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• v.7 no.1
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• pp.46-56
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• 1995

Three Pressure type wave gauges were installed for about 10 days for the analysis of long wave agitations in Mukho Harbor. Helmholtz and second resonant periods of seiche in Mukho Harbor are shown to be approximately 10.0-14.3 and 3.3 minutes from the spectral analysis of measured wave data. Amplification ratio at Helmholtz period reaches about 6.8 and the wave amplitudes in the harbor were in the range of 5-10 cm during the measurement period. Helmholtz and second resonant periods of seiche in Mukho Harbor agree very well with those computed using Jeong dt al. (1993b)'s model. The model gives rise to the first and third resonant peaks at 7.5 and 1.9 minutes, respectively.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.379-379
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• 2015

최근 몇 년간 기록적인 집중호우와 태풍으로 인해 홍수피해가 점점 증가하고 있다. 국내 대부분의 하천은 고수부지 또는 제방으로 정비되어있다. 국지적으로 발생되는 집중호우는 수위를 급격하게 증가시켜 하천의 고수부지 또는 제방범람을 야기한다. 집중호우로 인한 흐름이 고수부지 또는 제방을 지나면 흐름양상은 매우 복잡하게 변화한다. 그러나 급격히 증가하는 흐름에 의해 하천의 제방, 옹벽 또는 계단지형으로 형성된 고수부지 등을 지나는 흐름특성을 분석하는 것은 매우 어렵고 이러한 불연속 단면을 고려하여 예측하기는 불가능하다. 이와 같이 급변하는 흐름이 계단형 구조물을 지날 때 잠김/드러남 특성을 조사하기위해 수리 실험을 실시하였다. 수리실험은 길이 6 m, 폭 0.4 m로 제작된 직선수로에서 수행되었다. 급격히 증가하는 댐 붕괴 흐름을 재현하기위해 수로중간에 게이트를 설치하고 상류에 물을 채운 후 빠른 속도로 게이트를 개방하였다. 하류에는 수로를 따라 계단형 구조물을 설치하고 하류경계는 물이 빠져나갈 수 있게 하였다. 하류 초기수위는 첫 번째 계단보다 약간 낮게 설정하였다. 계단형 구조물과 그 주변에 파고계를 설치하여 시간에 따른 수위변화를 측정하였다. 다양한 수리조건을 적용하여 수리실험을 수행하였고 측정된 데이터를 이용하여 급변한 비정상흐름이 계단형 구조물을 지날 때 잠김/드러남 특성을 분석하였다. 차후 이 실험 결과는 하천의 제방 및 계단지형을 고려할 수 있는 고정확도 수치모형을 개발하는 검증자료로 유용하게 사용될 수 있을 것이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.100-100
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• 2020

감조하천은 일반하천과 달리 다양한 수문 요소에 영향을 받아 비선형적인 수문 특성을 보이고 있기 때문에 수위-유량 관계곡선식이 개발되어 있지 않다. 본 연구에서는 조위의 영향을 받는 감조하천에서 강우의 영향으로 인한 수위-유량 관계곡선식의 작성 방법론을 제안하고자 하였다. 이를 위해 울산 수위시계열을 wavelet 분석, curve fitting, high pass filter 방법을 이용하여 4가지의 성분(조석 성분, 파고 성분, 강우-유출 성분, 잡음 성분)으로 분리하고, 분포형 모형인 GRM 모형을 통해 유출량을 산정하였다. 모의 유출량과 강우-유출 성분을 이용하여 수위-유량 관계곡선식을 개발하고, 모의 유출량에 따른 수위를 추정하였다. 나머지 3가지 성분과 합하여 통합 수위를 산정하고 관측 유량과 비교한 결과 오차가 약 10% 이내로 본 방법론이 적용성이 있음을 확인하였다. 본 연구결과를 활용한다면 홍수기에 감조하천에서 수위를 정확히 예측하는데 기여할 수 있을 것으로 판단된다.

• Journal of the Korean Geographical Society
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• v.36 no.4
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• pp.474-482
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• 2001

The purpose of this study is to investigate the formation and development processes of beach resort by fabric construction in a island environment. The results are as follows. (1) The research area(Tong-ri beach, Bokil-myon, Chollanam-do)has been transformed to belch by sedimentary environmental change since latter half of 1800's. (2) The mean slope of beach face is 0.96°, and the difference of attitude between beach and mud flat face is 75cm. (3) The mean particle size of beach surface sediment is 3.53$\Phi$. This value is very finer than that of any other beach in Korea peninsula. But its value is coarser than that of mud flat surface sediment. (4) The particle size distribution of core sediment is become changed to fine particle in 70cm depth. This value is corresponded to difference of altitude between beach face and mud flat face. (5) The analysis of aerial photographs after 1970 indicates that sedimentation process was not brisked since 1970's. Consequently, the research ares has been developed by sedimentary environmental change for sea-level rise effect and wave height energy rise effect.

• Journal of the Korean earth science society
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• v.37 no.2
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• pp.89-106
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• 2016

The Gochang open-coast intertidal flat is located in the southwestern coast of Korea (the eastern part of the Yellow Sea), characterized by macro-tidal range, an open-coast type, and sand substrates. This study has investigated seasonal variation in sedimentary facies of surface sediments in the Gochang intertidal flat. In the four seasons of February, May, August, and November, 2014, surface sediments of 252 sites in total were sampled and analyzed along three survey lines. The surface sediments of the Gochang intertidal flat in 2014 consisted mainly of fine-grained sand sediments showing a trend in grain size to be coarser in winter and finer in summer. Based on seasonal wave and tidal level data recorded near the study area, it was interpreted that the seasonal effects of wave were stronger than those of tide as a factor controlling surface sedimentation. High waves in winter resulted in the coarsening trend of grain size in surface sediments, whereas, during summer time, the sediments became finer by relatively low waves. Spatial sedimentary facies of the Gochang intertidal flat in 2014 represented that seasonal deviation of the upper tidal zone was larger than that of the lower tidal zone, hence sediments getting coarser in grain size and poorly sorted in the upper tidal zone. From upper to lower tidal zone, the grain size became finer and sediments were better-sorted, showing smaller seasonal deviations.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.20 no.4
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• pp.401-412
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• 2008

Simulations of three-dimensional numerical wave tank are performed to investigate wave force acting on a large cylindrical structure and consequent wave deformation, which are induced by bore after breaking waves. The numerical model is based on the three-dimensional Navier-Stokes equations with a finite-difference method combined with a volume of fluid(VOF) method, which is capable of tracking the complex free surface, including wave breaking. In order to promote wave breaking of the incident wave, the approach slope was built seaward of the structure with a constant slope and a large cylindrical structure was installed on a flat bed. The incident waves were broken on the approach slope or flat bed by its wave height. In the present study, all waves acting on the large cylindrical structure were limited to breaking bore after wave breaking. The effects of the position of the structure and the incident wave height on the wave force and wave transformations were mainly investigated with the concern of wave breaking. Further, the relations between the variation of wave energy by wave propagation after wave breaking and wave force acting on the structure were discussed to give the understanding of the full-linear wave-structure interactions in three-dimensional wave fields.

• Proceedings of the Korean Society of Postharvest Science and Technology of Agricultural Products Conference
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• 2003.04a
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• pp.99.1-100
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• 2003

키토산처리 콩나물에서 발아율이 높고 배축의 신장도가 높은 현상을 조사하기 위하여 전보에서와 동일한 방법으로 콩에 0.05% 키토산(493kDa, 금호화성, 한국)을 함유하는 0.05% 초산 용액 4배량을 가하여 8시간 침지한 후 2$0^{\circ}C$에서 2시간 간격으로 5일간 주수하면서 콩나물, 자엽, 배축으로 구분하여 전당, 환원당, 비환원당 및 유리아미노산의 함량변화를 조사하였다. 콩나물의 전당은 대조구, 키토산 처리구가 모두 성장에 따라 감소하였는데 대조구(1196$\longrightarrow$820 mg/100 g-f.w)보다 처리구(1241$\longrightarrow$670 mg/100 g-f.w)에서의 감소율이 높았다. 자엽의 전당함량은 성장에 따라 감소하였으며 키토산 처리구에서 현저하였고, 배축에서는 증가하는 경향을 나타내었다. 환원당 함량은 콩나물의 성장에 따라 감소하였으며 키토산 처리에 따른 뚜렷한 차이가 없었다. 그러나 자엽에서는 성장에 따라 감소하였으며 감소경향은 키토산처리구에서 높았다. 키토산 처리구에서 전당과 환원당의 감소율이 대조구보다 높은 현상은 키토산 처리에 의하여 생체 대사가 보다 활성화되기 때문이라 생각되며, 키토산처리에 의하여 발아율이 높고, 배축의 신장도가 높은 현상과 관련이 있는 것으로 판단된다. 유리아미노산은 재배 5일째 자엽과 배축의 유리아미노산 함량을 분석한 결과 aspartic acid의 함량이 가장 많았으며, 대조구의 경우 자엽에서는 25.4 mg/100 g-f.w, 배축에서는 88.2 mg/100 g-f.w이었다. 키토산처리구의 경우는 자엽에서는 23.12 mg/100 g-f.w, 배축에서는 120.18 mg/100 g-f.w이었다.높은 항 곰팡이 활성을 나타내었다. 이 외에도 황련의 물 추출물은 M. miehei 균주에서 우수한 항 곰팡이 활성을 나타내었다. 생약재의 70% Ethanol추출물을 농도별로 제조하여 항 곰팡이 활성을 살펴 본 결과, 70% ethanol추출물에서는 계피와 파고지, 초두구, 황련이 항 곰팡이 활성이 우수하였으며, 특히 계피의 70% ethanol 추출물에서는 5가지 균종에서 모두 우수한 항 곰팡이 활성이 나타났다. 균을 제외한 5가지 균종에서 높은 항균 활성을 보였으며, 이외에 생약재는 강황, 석곡, 황련, 호장근의 70% ethanol 추출물은 4가지의 균주에 대해서 항균 활성을 나타내었다. 또한 파고지, 오미자의 70% ethanol 추출물은 3가지 균주에 대해서 항균활성을 나타냈으며, 천궁, 육두구, 오수유, 갈근, 계피, 가시오가피의 70% ethanol 추출물은 2가지 균주에 대해 항균 활성을 나타내었다. 항균활성이 우수한 생약재를 농도별로 활성을 조사한 결과, 물 추출물과 10% Ethanol 추출물 모두 낮은 농도에서도 우수한 항균활성을 나타내었다.취와 함께 점질성 갈변물질이 생성되었다. 이와 같은 결과로 볼 때, BAAG의 처리는 BAAC의 경우보다 가격은 저렴하면서도 항균력은 우수한 천연 항균복합제재로써 농산물 식품원료에 적용하여 선도유지 기간을 연장할 수 있는 효과를 기대할 수 있었다. 과일 등의 포장제로서 이용할 가능성을 확인하였다.로 [-wh] 겹의문사는 복수 의미를 지닐 수 없 다. 그러면 단수 의미는 어떻게 생성되는가\ulcorner 본 논문에서는 표면적 형태에도 불구하고 [-wh]의미의 겹의문사는 병렬적 관계의 합성어가 아니라 내부구조를 지니지 않은 단순한 단어(minimal $X^{0}$ elemen

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.30 no.2
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• pp.39-50
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• 2018

In this study, the nonlinear interaction of irregular waves with wave breaking and currents around permeable submerged breakwater was investigated with the aid of olaFlow model which is open source CFD software published under the GPL license. The irregular wave performance of olaFlow applied in this study was verified by comparing and evaluating the target frequency spectrum and the generated frequency spectrum for applicability to irregular waves. Based on the applicability of this numerical model to irregular wave fields, in the coexistence fields of irregular waves and currents, the characteristics of wave height, frequency spectrum, breaking waves, averaged velocity and turbulent kinetic energy around porous submerged breakwater with the respect to the beach type and current direction versus wave propagation were carefully investigated. The numerical results revealed that the shape of wave breaking on the crown of the submerged breakwater and the formation of the mean flow velocity around the structure depend greatly on the current directions and the type of the beach. In addition, it was found that the wave height fluctuation due to the current direction with respect to the wave propagation is closely related to the turbulent kinetic energy.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.4
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• pp.203-214
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• 2010

This study numerically investigates the wave control of 2-rowed Impermeable Rectangular Submerged Dike(IRSD) with an object of how to control short-period and solitary waves simultaneously based on the Bragg resonance phenomenon that elevates the wave control performance. The boundary integral method using Green formula and the 3-D one-field Model for immiscible TWO-Phase flows (TWOPM-3D) by 3-D numerical wave flume have been used for the numerical predictions for short-period and solitary waves, respectively. These numerical models were verified through the comparisons with the previously published numerical results by other researchers. Through the parametric tests of numerical experiments for short-period waves, an optimum model of 2-rowed IRSD of a lowest transmission coefficient has been found. Furthermore, the performances of 3-D wave control for solitary waves were evaluated for the various free board, crown widths and gap distance between dikes, and have been compared with those of a single-rowed IRSD. Numerical results show that a 2-rowed IRSD with a less cross sectional area than 1-rowed one improves the wave attenuation performances when it is compared to that of single-rowed IRSD. Within the test frequency ranges of the numerical simulations conducted in this study, 2-rowed IRSD with an optimum gap distance shows an outstanding improvement of the wave attenuation up to 58% compared to that of single-rowed IRSD.

• Journal of the Korean Geotechnical Society
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• v.18 no.5
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• pp.251-260
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• 2002

Geotextile tribes are made of sewn geotextile sheet and hydraulically or mechanically filled with dredged materials. They have been applied in hydraulic and coastal engineering in recent years(shore protection structure, detached breakwater, groins, and jetty). Therefore, it is composed of geotextile and confined fill material. Recently, new preliminary design criteria supported by model and prototype tests, and some stability analysis calculations have been studied. The stability analysis of geotextile tube is composed of geotechnical and hydrodynamic analysis. The stability check points are sliding failure, overturning, bearing capacity failure against the wave attack. In this paper are presented the stability analysis method by empirical equation and 2-D equilibrium analysis for geotextile tube. Also, the hydraulic model tests were performed to verify the theoretical stability analysis with geotextile tube shape, filling ratio, significant wave height, and so on. The results of this study show that the stability of geotextile tube depends on the tube shape, contact area, projection area. The theoretical analysis and hydraulic model test show almost the same results.