• Proceedings of the Korean Institute of Navigation and Port Research Conference
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• 2013.06a
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• pp.118-119
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• 2013

마리나 시설 내 계류된 선박 및 레저장비를 악천 후 해상상태와 선박 운항에 의해 발생된 파로부터 장비 및 인명의 안전을 위한 파 제거 장치가 필요하다. 본 연구에서는 국내 각 지자체의 수요에 부응하고 시설 및 인명의 안전을 위한 소파 시스템개발을 목적으로 시제품 제작(설계, 해석, 수조시험 등 수행완료)하였다. 실해상 성능시험에서 항주파의 발생을 위해 시험선박 선정하였으며, 소파장치 전후의 파고계측 등을 위해 부가물을 계측하여 파고를 촬영 및 계측하였다. 개발된 소파장치의 실해상 시험임을 감안해 해상 주위의 조류, 풍속, 인근 해역에서 오는 파랑변형 등에 따른 파랑요소를 고려하여 시험하였다. 부소파제는 약 40~80% 의 에너지 감소율을 보였으며, 유의파고 조건에서 42%의 에너지 감소율을 보였다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.27 no.1
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• pp.14-24
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• 2015

This study proposed an estimation method of allowable wave height for loading and unloading of the ship and evaluation of effective working days considering moored ship motion that is affected by sip sizes, mooring conditions, wave periods and directions. The method was examined validity by comparison with wave field data at pier $8^{th}$ in Pohang New Harbor. The wave field data obtained with wave height of 0.10~0.75 m and wave period of 7~13 s in ship sizes of 800~35,000 ton when a downtimes have occurred. On the other hand, the results of allowable wave height for loading and unloading of the ship in this method have obtained with wave heights of 0.19~0.50 m and wave periods of 8~12 s for ship sizes of 5,000, 10,000 and 30,000 ton. Thus this method well reproduced the field data respond to various a ship sizes and wave periods. And the results of this in Korea are didn't respond to various the ship sizes and wave periods, and we h method tended to decrease in 16~62 percent when have considered long wave, and it is decreased in 0~46 percent when didn't consider long wave than design standards in case of the ship sizes of 5,000~30,000 ton, wave period of 12 s and wave angle of $75^{\circ}$. The allowable wave heights for loading and unloading of the ship proposed by design standards in Korea have found that overestimated on smaller than 10,000 ton. On the other hand, the rate of effective working days considering ship motion at pier $8^{th}$ in Pohang New Harbor reduced in 6.5 percent when compare with the results without considering ship motion.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.32 no.4
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• pp.230-241
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• 2020

Since the construction of Pohang New Port, the problems of the low harbor tranquility caused by decreasing port operation rate has been continuously reported. In order to improve the harbor tranquility, a detached breakwater (DB) has been constructed outside the outer breakwater of Pohang New Port in 2018~2020. In this study, the effectiveness of the DB was proved by comparing the reduction rates of wave heights that were observed before and after the construction of the DB. First, the observed data were compared with the numerical model results available from a previous study, and the model data showed reasonable agreement with measured data at 3 out of 4 locations inside the port. The discrepancy in one of the locations was because the model could not accurately calculated the effect of wave interference in the inner corner of the port. The observation data showed excellent results that the number of waves that exceeded 0.3 m, the critical value to reach desired harbor tranquility, was significantly reduced after the construction of the DB. In addition, the reduction rate, the ratio of wave heights between outside and inside of the port, was decreased after the DB construction, which proved that properly designed coastal structures such as DB in this study could be effective in improving the port tranquility. The results of this study can be usefully applied for solving problems in similar cases.

• Journal of the Korean Society of Hazard Mitigation
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• v.7 no.5
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• pp.187-197
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• 2007

Experimental study for a submerged structure was conducted to protect coastal structures and shorelines. The rectangular submerged structure known as the most efficient shape among various submerged structures in the literature was fabricated at the nose of a rubble mound breakwater. The reflection coefficients and the run-up heights along the slope of a breakwater were measured for different significant wave heights and periods. It is found in this study that the reflection coefficient is affected more relatively by the significant wave period than the significant wave height and the run-up heights are reduced approximately 28% in terms of ${^{RU}}_{2%}$ and 26% in terms of ${^{RU}}_{33%}$, respectively, by the installation of a submerged structure inducing the interception and breaking of waves.

• Journal of Wetlands Research
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• v.18 no.1
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• pp.84-93
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• 2016

As a transition region between ocean and land, coastal wetlands are significant ecosystems that maintain water quality, provide natural habitat for a variety of species, and slow down erosion. The energy of coastal waves and storm surges are reduced by vegetation cover, which also helps to maintain wetlands through increased sediment deposition. Wave attenuation by vegetation is a highly dynamic process and its quantification is important for understanding shore protection and modeling coastal hydrodynamics. In this study, laboratory experiments were used to quantify wave attenuation as a function of vegetation type as well as wave conditions. Wave attenuation characteristics were investigated under regular waves for rigid model vegetation. Laboratory hydraulic test and numerical analysis were conducted to investigate regular wave attenuation through emergent vegetation with wave steepness ak and relative water depth kh. The normalized wave attenuation was analyzed to the decay equation of Dalrymple et al.(1984) to determine the vegetation transmission coefficients, damping factor and drag coefficients. It was found that drag coefficient was better correlated to Keulegan-Carpenter number than Reynolds number and that the damping increased as wave steepness increased.

• Proceedings of the Korea Water Resources Association Conference
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• 2008.05a
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• pp.2170-2174
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• 2008

기후상승으로 해수면의 상승으로 인해 삼면이 바다로 둘러싸인 지형적 특성을 가진 우리나라 연안에 파도로부터 시설물의 보호가 중요한 요인으로 꼽히고 있다. 파의 에너지를 저감하여 연안에 위치한 시설물 보호에 많은 연구가 진행되고 있다. 여기서 다루게 될 수중방파제와 다공성 소파장치는 반사와 수심의 변화에 따른 분산효과로 입사파의 에너지 감소를 통해 연안에 위치한 구조물과 배후시설에 대한 피해를 줄이는데 주목적이 있다. 사다리꼴 수중방파제의 전 후면의 기울기를 변화시키며 장주기파의 입사파와 투과파에 대한 연구가 Chang과 Liou(2004)에 의해 연구되었고, 수직 다공성 소파장치의 두께를 변화하며 반사계수와의 상관 관계에 대한 연구가 Madsen(1983)에 의해 진행되었다. 본 연구에서는 해석해를 통해 수중방파제와 다공성 소파장치가 있는 경우에 투과파와 소파장치 전 후면에서의 처오름 높이의 변화에 대해 알아보고, 그에 따른 관계를 알아보고자 한다. 구간은 각각 수심이 일정한 지역과 변화하는 지역, 다공성 소파제가 있는 지역으로 설정하여 각 구간마다 해석해를 적용하여 파고를 측정하였다. 측정된 파고를 이용하여 투과율은 수중방파제를 통과한 입사파와 투과파의 관계를 통해 측정할 수 있다. 수중방파제를 투과한 파는 다공성 소파장치를 통과하면서 파고가 급감하는 현상을 다공성 소파장치 전 후면에서 측정되는 파고를 통해 알 수 있다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.6 no.1
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• pp.12-22
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• 1994

Time evolution of linear water waves on a constant depth generated by a disturbance is analyzed by asymptotic methods; stationary phase, steepest descents and leading wave approximation. In order to verify the derived formulae of surface displacements for 1-D and 2-D waves. surface displacements are calculated and plotted from both the formulae and a numerical integration. The existing results for surface displacements are verified in which the leading amplitude of 1-D waves during the evolution decays as f- T/B, the rest of the wavetrain as t$^{-1}$ 2/ and the rest of the wavetrain of 2-D waves as t-1. But it is shown that the leading amplitude of 2-D waves decays as t 5/6 which is different from Kajiura's result t$^{-4}$ 3/.

• 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 the Korean Society for Marine Environment & Energy
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• v.15 no.3
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• pp.177-185
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• 2012

Wave field measurements were made over a period of 18 days to study the spatial distribution of incident wave on seaweed tarm field around Gumil-up Sea, Wando, Korea. These measured data were compared with data from the Geomun-do ocean weather/wave observation buoy. A numerical simulation model that combined the offshore design wave with the seasonal normal incoming wave was used to study the incident wave distribution surrounding a seaweed farm. The results are summarized as follows. (1) On-site wave measurements showed that the major relationship between maximum and significant wave height was $H_{max}=1.6H_{1/3}$. (2) Offshore incident wave energy reaching the coast was greatly influenced by the wind direction. A north wind reduced the incident wave energy and a south wind increased it. (3) The calculated maximum wave height under the design wave boundany conditions was in the range of 4~5 m and the reduction in the incident wave height ratio ranged from approximately 38.1% to 47.6% at Gumil-up Sea. Under normal wave conditions, the maximum wave heights were 3.6~4.0 m in summer and 2.3~2.7 m in winter while the reduction in the incident wave height ratio was about 41.8% to 49.1%. (4) The sea state in the southern area of Gumil-up was the most affected by ocean waves, whereas the sea state in the northern area was very stable. The significant wave ratio in the south was about six times that in the north.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.10 no.4
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• pp.165-173
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• 1998

Analytical solutions to predict the movement rate of submerged mound are derived using the convection coefficient and the joint distribution function of wave heights and periods. Assuming that the sediment is moved onshore due to the velocity asymmetry of Stokes' second order nonlinear wave theory, the micro-scale bedload transport equation is applied to the sediment conservation. The nonlinear convection-diffusion equation can then be obtained which governs the migration of submerged mound. The movement rate decreases exponentially with increasing the water depth, but the movement rate tends to increase as the spectral width parameter, $ u$ increases. In comparison of the analytical solution with the measured data, it is found that the analytical solution overestimates the movement rate. However, the agreement between the analytical solution and the measured data is encouraging since this over-estimation may be due to the inaccuracy of input data and the limitation of sediment transport model. In particular, the movement rates with respect to the water depth predicted by the analytical solution are in very good agreement with the estimated result using the discritization technique with the hindcast wave data.