• 한국항만학회지
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• 제15권1호
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• pp.57-74
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• 2001

In the past, the predictions of beach processes and harbor sedimentation were mainly relied on the hydraulic model tests and empirical methods. In recent years, however, as computers have come into wide use, more accurate models have gradually been developed and thus replaced those conventional methods. For prediction of topographical change near the coastal area, we need informations of wave and current conditions in the numerical model which should be calculated in advance. Numerical model introduced in this study combines wave refraction-diffraction, breaking, bottom friction, lateral mixing, and critical shear stress and three sub-models for simulating waves, currents, and bottom change were briefly discussed. Simulations of beach processes and harbor sedimentation were also described at the coast neighboring Bangpo Harbor, Anmyundo, Chungnam, where the area has suffered accumulation of drifting sand in a small fishing harbor with a wide tidal range. We also made model test for the new layout of the harbor and planned south breakwater for preventing intrusion of sand. Although the model study gave reasonable description of beach processes and harbor sedimentation mechanism, it is necessary to collect lots of field observation data, including waves, tides and bottom materials, etc. for better prediction.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2002년도 춘계학술대회 논문집
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• pp.257-262
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• 2002

Numerical model introduced in this study combines wave refraction-diffraction, breaking, bottom friction, lateral mixing, and critical shear stress and three sub-models for simulating waves, currents, and bottom change were briefly discussed. Simulations of beach processes and harbor sedimentation were also described at the coast neighboring Bangpo Harbor, Anmyundo, Chungnam, where the area has suffered from accumulation of drifting sand in a small fishing harbor with a wide tidal range. We also made model test for the case of a narrow tidal range at Nakdong river's estuary area to understand the effect of water level variation on the littoral drift. Simulations are conducted in terms of incident wave direction and tidal level. Characteristics of wave transformation, nearshore current, sediment transport, and bottom change are shown and analyzed. We found from the simulation that the tidal level impact to the sediment transport is very important and we should apply the numerical model with different water level to analyze sediment transport mechanism correctly. Although the model study gave reasonable description of beach processes and harbor sedimentation mechanism, it is necessary to collect lots of field observation data, including waves, tides and bottom materials, etc. for better prediction.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 춘계학술대회 및 창립 30주년 심포지엄(논문집)
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• pp.179-183
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• 2006

해안지역에서의 인간 활동이 활발해지면서 다양한 시설물과 해빈 보호를 위한 많은 인공 구조물이 설치되었다. 인공 구조물과 더불어 준설과 매립, 항만 공사 등으로 해저 지형이 급변하면서, 인공 구조물 주변에서의 퇴적 기능의 약화는 더욱 심각한 양상을 보이기도 한다. 항만 주변의 인공 구조물들에 대한 퇴적 작용을 이해하기 위해서 간단하고 효과적인 방법 중 하나는 이동 벡터 모델을 이용하여 표층 퇴적물을 분석하는 것이다. 포항항 주변의 해빈 유실이 심각한 지역에 대해서 인공 구조물 주변의 표층 퇴적물에 대한 입도 특성을 이용하여 퇴적물의 이동 양상을 파악해 보았다. 인공 구조물이 있음에도 불구하고 퇴적물은 항만 쪽으로 북상하는 경향이 뚜렷하게 확인되었다.

• 한국환경과학회지
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• 제20권5호
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• pp.655-665
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• 2011

Contamination of butyltin compounds (BTs), namely tributyltin (TBT), dibutyltin (DBT) and monobutyltin (MBT), was evaluated in sediments collected inside Jeju Harbor in 2001. The concentrations of BTs in surface sediments were comparable to those in other sites of domestic and foreign countries. The high correlations between BTs in surface ($r^2$ = 0.83~0.91) and core ($r^2$ = 0.70~0.79) sediments and the significant correlations between BTs concentrations and the number of incoming and outgoing vessels indicated that DBT and MBT were mainly degraded from TBT based on antifouling paints of vessels etc. and other sources, such as DBT and MBT, could be ignored. The butyltin degradation indices ([DBT] + [MBT]/[TBT]) in surface sediments were in the range of 2.2~3.6 (mean 2.7), indicating that the parent compound, TBT, was inflowed into the surface sediments a long ago, degraded and deposited. The sedimentation age of BTs contaminated core sediments could not estimated because the content of $^{210}Pb$ activity was nearly all the same and so the sedimentation rate could not obtained.

• 한국환경과학회지
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• 제14권12호
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• pp.1141-1153
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• 2005

Butyltin compounds (BTs), namely tributyltin (TBT), dibutyltin (DBT) and monobutyltin (MBT), were measured in surface and core sediments collected in 2001 inside Seogwipo Harbor, in order to evaluate their distribution characteristics. Seogwipo Harbor is one of major harbors of Jeju Island where a lot of shipping occurs and is designated as a trade port by the Korea Maritime and Port Law. BTs were detected in surface and core sediments of all stations and their concentrations in surface sediments were low, compared with to those in other sites of domestic and foreign countries. The main species among BTs was MBT, although there was a little difference with a survey site in surface sediments and in core sediments with depth. No or low correlations were obtained between organic matter or particles size of surface and core sediments and total BTs, indicating that these factors did not affect the distribution of BTs. It was estimated that more complex factors including BTs loads and surrounding sedimentary environments, affect the distribution of BTs. The high correlations between BTs indicated that DBT and MBT were mainly degraded from TBT based on antifouling paints of vessel etc. and other sources, such as DBT and MBT, could be ignored. The butyltin degradation indices ([DBT]+[MBT]/[TBT]) in surface sediments were in the range of $2.0\~3.8$ (mean 3.0), indicating that the parent compound, TBT, were inflowed into the surface sediments a long years ago, degraded and deposited. The sedimentation age of BTs contaminated core sediments could not estimated because the content of $^{210}pb$ activity were nearly all the same and so the sedimentation rate could not obtained.

• 한국해안·해양공학회논문집
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• 제22권3호
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• pp.133-142
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• 2010

송도신도시 건설로 인한 인천항 주변 흐름과, 해저 지형변동등의 영향을 알기 위하여 siltation모형을 이용하여 수치모의 하였다. 이를 토대로 하여 이류 확산방정식등을 이용하여 송도신도시 건설후의 해저 silt이동량을 계산하여 제시하였다. 건설전의 상태와 비교 할 경우 유속과 조위는 다소 증가 되었으며, 퇴적부분은 영종도 동쪽 해안에서 주로 나타나고, 세굴은 북항 전면수로에서 호도 방향으로 증가 되었음을 알았다.

• 대한수의학회지
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• 제10권1호
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• pp.25-31
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• 1970

The techniques which have been used for the fecal examination of ruminant infected with the pancreatic flukes, Eurytrema Pancreaticum, were reviewer in their efficiency to detect the ova. One of modified fecal examination: H.F.E. (hydrochloric acid-formalin-ether) sedimentation method was devised in this study. Efficiency in the detecting ability of the fluke eggs with H.F.E. sedimentation method was determined by a series of repeat tests. Among 20 head of cattle known to harbor 1-5 adult worms of the pancreatic fluke, 75% of the infected cattle were detected, and among 60 head of cattle known to harbor more than 6 adult worms, 95% of the infected cattle were detected with H.F.E. sedimentation method. The procedures of the H.F.E. sedimentation method are as follows; 1) Take the sample 5-10 gm., emulsify throughly with 20 ml. of 50% hydrochloric acid in a cup. 2) Strain this mixture through one or two layers of wet surgical gauze into 15ml. centrifuge tube. 3) Washing the cup with 5ml. of 50% hydrochloric acid and strain again. 4) Centrifuge at 2,300 rpm. for 2 minutes. 5) Pour off the supernatant fluid. 6) After the sediment mixed with 10% formalin, stand for 5 minutes. 7) Add 2-3ml. of ether, shake vigorously up and down, after the top of the tube covered with thumb. 8) Centrifuge at 2,300 rpm. for 2 minutes. 9) Loosen the fecal plug in the tube by ringing with an applicator stick. 10) Quickly, but carefully, pour of all, but the bottom layer of sediment. 11) Thoroughly mix the sediment, pour on a slide (or pick up it with a pipett), mount with a cover glass. 12) Examine carefully.

• 한국항해항만학회지
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• 제32권4호
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• pp.305-313
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• 2008

Recently it was known that the problems of nearshore processes and damage of berth and counter facilities frequently had appeared at the small fishery port, such as Daebang near Samcheonpo city, Korea. Here we try to analyze the impact of the rearrangement of counter facilities and berth layout adopted for tranquility of its inner harbor. Because this harbor is being connected to Daebang channel, the rearrangement of the structures might affect to the current speed and direction and wave height, so do to the sea bottom undulation. Therefore, we made model test for the several layouts of the berth and breakwater in this area. Numerical model result shows that the bottom was eroded by 1m by tidal currents and the speed of flow did not shrink, even after the construction work was completed. The direction of the sand movement was downdrift. Although the model study gave reasonable description of beach processes and approach channel sedimentation mechanism, it is necessary to compare with the field history, including the records of waves, tides and bottom materials, etc. for better prediction.

• 한국해안해양공학회:학술대회논문집
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• 한국해안해양공학회 1993년도 정기학술강연회 발표논문 초록집
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• pp.122-123
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• 1993

Bangkok Bar Channel is a unique approach channel to Bangkok(on Toi)Harbor that is the representative river port constructed along the river mouth of Chao Praya River. Various facilities are scattered along the both sides of the river between the river mouth and the bridge located about 50km upward. The construction of the channel began in 1951 and was completed in 1954. (omitted)

• 한국해양학회지:바다
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• 제10권4호
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• pp.196-203
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• 2005

부산항의 와편모조류 시스트를 연구하기 위하여 2003년에 11개 정점에서 표층 퇴적물을, 1개 정점에서 수직 퇴적물을 채집하였다. 표층 퇴적물에서 동정된 와편모조류 시스트는 총 12속 22종으로 $210\~869\;cysts/g$의 농도로 분포하고 있었다. 외항의 정점보다 내항의 정점에서 타가영양종의 비율이 높게 나타났는데, 이는 인근 하천으로부터 항내로 유입되는 오염물질과 방파제 건설로 인한 해수 교환율 저하로 외항보다는 내항의 수질이 악화되어 있는 상태를 반영한다. 수직 퇴적물의 퇴적속도는 2.0 mm/yr로 대략 지난 260년간을 나타내고 있었다. 와편모조류 시스트는 9속 18종으로 $79\~446\;cysts/g$의 농도 범위를 보이고 있었다. 수직 퇴적물 시료에서 $14\~15cm$($1928\~1933$년)층을 기준으로 하부보다 상부에서 시스트 농도가 낮고 타가영양종의 비율이 증가하였는데 이는 1930년대부터 시작된 연구해역의 산업화, 도시화 현상을 반영하는1 것이라 사료된다.