• Proceedings of the Malacological Society of Korea Conference
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• 2001.11a
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• pp.39-40
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• 2001

연안과 천해의 저질은 그 상층 해수의 변화에 영향을 받으며, 또한 반대로 상층의 수질을 변화시키기도 한다. 저질은 지질학적 기원을 갖는 기부위에 상층의 물에서 가라앉는 부유현탁물질과 수중생물의 배설물, 생물의 사체 등의 유기질이 층을 이루면서 형성된다. 저질은 화학적, 생물적 변화나 물의 유동에 의한 영향을 받지만 변화속도가 비교적 작고, 상층 수질의 변화 결과를 누적적으로 받기 때문에 수질변화의 평균적 이력(履歷)을 간직하며, 수역의 오염의 진행경향이나 그 속도에 대해서 수질만으로는 알 수 없는 장기간의 영향에 대한 적산적(積算的)관점에서의 정보를 보유하고 있다. 이 조사해역은 굴을 비롯한 패류 양식장이 밀집분포하고 있는 해역이며, 진해만에서 수하식 양식장의 분포비중이 가장 큰 해역으로서 양식의 역사도 30년이 넘는다. 이 해역은 외해와의 해수교류가 원활하지 못하여 양식생물의 배설물과 양식장의 탈락물이 이 육지로부터 유입되는 오염부하물질과 더불어 그대로 해저에 퇴적되고 있는 곳이라고 할 수 있다. 이 연구는 양식장 저질의 유기오염의 수준을 평가하여 양식장 및 연안해역의 관리를 위한 자료로 제공하고자 하였다.

• Journal of the Korean Geotechnical Society
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• v.19 no.3
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• pp.39-44
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• 2003

Centrifuge test was conducted to simulate the effects of consolidation settlement of capped contaminated marine sediment. A fluorescent dye was used to monitor the movement of pore water through the cap layer. Dye tracer study clearly showed the consolidation induced advective transport of contaminants. Thus, the capping layer must be appropriately designed to reduce the effects of consolidation induced advective transport. The results from the centrifuge test were compared to predictions made by the Primary consolidation, Secondary compression, and Desiccation of Dredged Fill (PSDDF) computer program, which can qualitatively estimate the consolidation settlement of capped marine sediment. Although PSDDF approximated closely the secondary compression in the centrifuge test (i.e., compare data points from 18 to 25 prototype years), the maximum deviation between centrifuge test result and PSDDF prediction was 20 % about prototype time 6 years. Thus, designers should utilize PSDDF consolidation settlement results with caution.

• Journal of the Korean GEO-environmental Society
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• v.7 no.3
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• pp.43-54
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• 2006

In this paper, the uniaxial, triaxial compression tests and consolidation tests on the clay sample substituted initial pore water for pollutant were performed to evaluate the change in geotechnical properties of the contaminated clay. The contaminant transport analysis on embankment type landfill using the MT3D model was also performed to evaluate the extent of transport and diffusion. There was tendency that strength, compressibility and permeability has increased with the increase in the concentration of NaCl solution. The increase in the strength and compressibility of sample saturated with leachate was higher than samples saturated with NaCl solution, but in the permeability coefficient was lower. As the result of contaminant transport analysis, the predicted concentration was in high with the increase in the initial concentration of $Cl^-$ ion and increased in a non-linear form. The transportation distance calculated with use of regression equation between the distance from contaminant source and the concentration of $Cl^-$ ion was increased with the increase in the initial concentration.

• Journal of Ocean Engineering and Technology
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• v.17 no.2
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• pp.8-13
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• 2003

Soil, ground water, and sea bed are exposed to a continuous accumulation of polluted materials, causing serious environmental damage. It has been reported that such pollution causes a massive mortality of fish stock in rivers due to the resuspension of toxic chemicals, occurring during strong wind conditions. Therefore, it becomes apparent that there is an immediate demand for the restoration treatment of polluted river bed (or sea bed) sediment layers. Pollution levels of major rivers and ports, such as Paldang, Kyungan rivers, and Masan port, are becoming of great public concern, and are posing a serious environmental threat. In particular, the pollution of the Shi-hwa river has become a nation wide issue for the last few years. In spite of such public concern, the pollution levels of such rivers or ports are worsening everyday. In this study, an environmentally sound engineering package is introduced that helps to restore the polluted river bed or sea bed sediments. This engineering package consists of a suction facility, followed by a series of mechanical, chemical, and biological treatment units. The suction facility is designed to minimize secondary pollution that occurs from the resuspension of toxic materials during suction. The sea bed cleaning engineering package is designed to be installed on the top of a floating barge. Such a combination of environmental plant and shipbuilding technology provides a cost-effective solution, minimizing the transportation between suction and treatment facilities.

• The Sea:JOURNAL OF THE KOREAN SOCIETY OF OCEANOGRAPHY
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• v.10 no.4
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• pp.196-203
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• 2005

To describe dinoflagellate cyst distribution from Busan Harbor, eleven surface sediment samples and a vertical sediment sample were collected in 2003. Dinoflagellate cysts were identified 12 genera 22 species, and the total cyst concentrations varied from $210\~869\;cysts/g$. The proportion of heterotrophic dinoflagellate cysts was higher in inner parts than in outer parts of the harbor, which reflects that water quality is worse in inner harborthan that in outer harbor. On the basis of the sedimentation rate of 2.0 mm/yr, total depth of the vertical core reflects marine environment far the past 260 years, where dinoflagellate cysts were identified 9 genera 18 species and the total cyst concentrations were $79\~446\;cysts/g$. The cyst concentrations were low and the proportion of heterotrophic dinoflagellate cysts were incerased in the upper part from $14\~15cm$ depth$(1928\~1933)$, which shows industrialization and urbanization in this study area.

• Korean Journal of Environmental Biology
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• v.22
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• pp.30-37
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• 2004

Peysistent oyganochlorine compounds (OCs) weve determined in sediments and bivalves from Gwangyang Bay. The concentrations of ∑PCB, ∑DDT, ∑HCH and ∑CHL in sediments were in the range of f 2.25∼11.4 ng g$\^$-1/, 0.16∼1.16 ng g$\^$-1/, nd∼0.51 ng g$\^$-1/, and 0.05∼0.79 ng g$\^$-1/, respectively. The overall OCs concentrations in sediments were below the effect range -median (ER-M) values toy benthic organisms suggested by NOAA (1991). Levels of PCB compounds a re relatively lower than other industrialized bays (Pusan Bay, Ulsan Bay, and Youngil Bay). OCs accumulated in bivalves were higher than those in sediments. In bivalves, the concentration ranges of ∑PCB, ∑DDT, ∑HCH and ∑CHL were 9.97∼31.7 ng g$\^$-1/, 7.54∼22.6 ng g$\^$-1/, 0.49∼2.0 ng g$\^$-1/, and 0.82∼7.32 ng g$\^$-1/, respectively. Relatively high PCB concentrations in both environmental matrices are found at the inner bay than the outer part, indicating that the sources of PCBs were located inside the bay. DDT compound showed relatively high concentrations in the vicinity of the mouth of river and urban area, whereas other organochlorine pesticides show homogeneous distributions over the bay. Homologue profile of PCB compounds shows that low-chlorinated congeners (especially, di-, tyi- and tetra-) are abundant in Gwangynng Bay, which is diferent from other areas in Korea.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.24 no.4
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• pp.287-294
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• 2012

Sedimentary environment in coastal zone has been changing due to a large number of coastal structures and continuous coastal development. As a result, the environment has been changing. In particular, the economic and environmental damage can occur due to cohesive sediment transport closely related with the fate of pollutants. Due to large sea wall construction the ebb dominance in the Mokpo coastal waters has been clearer. Cohesive sediment transport was simulated by the EFDC model. The simulated SS showed good agreements with the observed SS. From the sensitivity analysis of sediment parameters, we found out that the erosion rate, the critical shear stresses for erosion and deposition, and the settling velocity are important factors in cohesive sediment transport modeling.

• Korean Journal of Ecology and Environment
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• v.36 no.3 s.104
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• pp.311-321
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• 2003

We surveyed physico-chemical properties of bottom water and sediment to evaluate the influence of sediment on the eutrophication in the downstream of Nagdong River from 1998 to 2000. From May to August, DO concentration of bottom waters dropped below 5 mg $O_2/l$ and $NH_4\;^+$ and $PO_4\;^{3-}$ concentrations significantly increased in the bottom waters, resulting in the great differences between surface and bottom waters. Fluxes across water-sediment interface would be substantially active in this period. The serial orders of the water fertility or eutrophication were Joman River > Sonagdong River > Nagdong River. The organic nutrient contents of sediment increased toward the lower parts of the river system. Organic contents of the sediment would be under the influence of water pollution and exhibited a negative correlation with sediment bulk-density or particle size. The concentrations of exchangeable inorganic nutrients of sediment were greater than those of pore waters, and $PO_4\;^{3-}$, $NH_4\;^+$ and $SiO_2$ increased along the sediment depth. $PO_4\;^{3-}$ and $NO_3\;^-$ concentrations of the pore water were less than the overlying waters, while NH4+ and $SiO_2$ concentrations showed opposite trends. Exchangeable nutrients of sediment could be the repository for t]me nutrient exchange in the water-sediment interface.

• Proceedings of the Korean Environmental Sciences Society Conference
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• 2003.05a
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• pp.92-96
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• 2003

1) 우리나라의 하수슬러지 해양투기량은 발생량의 73%를 상회하고 있으며 최근에 급증하는 추세에 있다. 2) 슬러지를 비롯하여 해양에 투기된 유해성분은 해양생물권 오염도 증가의 큰 요인으로 작용하고 있었다. 3) 해양에 투기된 하수슬러지가 침강하여 퇴적층을 형성하였을 때 저서생태계에 영향을 미칠 수 있는 가능성은 아주 높았다. 4) 슬러지의 중금속 화학형태 분석 결과 생물이 이용 가능한 중금속 비율이 원소에 따라 차이는 있으나 총 함량의 80% 이상을 차지하는 경우도 있었다. 5) 해양생물권의 오염도 증가, 유해성분에 의한 생태계의 악영향 및 투기된 중금속의 높은 생물 이용 가능성 등을 고려할 때 하수슬러지 처리방법의 전환이 필요하였다.

• Journal of the Korean Geotechnical Society
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• v.21 no.6
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• pp.117-126
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• 2005

The chemical property analysis on the deposited clay using scanning electron microscope and energy dispersive x-ray spectrometer were performed. Also, the triaxial compression tests and consolidation tests using NaCl aqueous solution and leachate as substitute pore (or saturated) water in samples were carried out to find out the behaviour characteristics of strength and deformation of contaminated deposited clay. from the chemical composition analysis results of clay samples, the magnitudes of composition ratio were revealed in the order of O, C, Si, Al, and Fe. Of these, why the ratio of carbon appeared to be large is estimated as due to the increase of the phyto-planktons after the construction of tide embankment. In the triaxial compression test and consolidation test results, the shear strength and compression properties have increased with the increase in concentration of contaminant (NaCl). This phenomenon is considered as to be caused by the changes of soil structure to flocculent structure owing to the decrease in the thickness of diffuse double layer in proportion to increase in the concentration of electrolyte.