• Journal of the Korean GEO-environmental Society
• /
• v.14 no.2
• /
• pp.31-41
• /
• 2013

The dredged soils of western sea of Korea have been used as the fill materials because it possess the characteristics that constitute silt, silty sand and sand mainly. However, a study on dredged soils as the fill materials is insufficient. Hence, in this present study, the application the dredged soils of western sea of Korea as the fill materials was confirmed. Primary, the composition characteristics of the ground was analyzed to confirm the application on dredged soils as the fill materials by the piezo-cone penetration test. In laboratory test, it was performed the self-weight consolidation test for mechanical characteristics of the dredged soils. The direct shear test using self-weight consolidation test sample for shear strength characteristics was performed after self-weight consolidation test. Additionally, the mechanical characteristics of the dredged soils on elapsed time using self-weight consolidation test sample, which is drained naturally, was evaluated. The dredged soils of western sea of Korea show that unit weight and shear strength is increased as natural drain time elapses.

• Journal of Korea Water Resources Association
• /
• v.33 no.3
• /
• pp.351-364
• /
• 2000

The effect of water quality improvement of combined sewage by detention pond has been studied. It is convinced that the pollutant load and peak flow through the combined sewer by first rainfall and runoff can be decreased by detention pond sited at the outlet of small basin. Hydraulic modeling of detention panel was performed for two cases of sedimentation pond and gravel contact pond. It has been recognized that it is more efficient to reduce the pollutant of combined sewage when the combined sewage is released alter a fixed detention time in the detention pond than it is released continuously without detention time. The gravel contact detention pond shows higher pollutant removal rate than the sedimentation detention pond in all pollutants. When it comes to gravel contact detention pond, the gravel pond filled with crushed gravel has a higher pollutant removal rate than that filled with river gravel.

• Journal of the Korean GEO-environmental Society
• /
• v.15 no.3
• /
• pp.49-55
• /
• 2014

Characteristics of sedimentation of dredged soil is depended on the field condition and characteristics of dredged soil because dredged fill ground was formed by various field condition, sedimentation and self-weight consolidation process of dredged soil. Dredged fill ground is formed as separated sedimentary layer by characteristics of dredged soil. Therefore, it requires some special test method to consider a various field condition, characteristics of sedimentation and self-weight consolidation of dredged soil. In this study, in order to identify the characteristics of sedimentation of dredged soil with disposing velocity geo-centrifuge test and laser particle size analyzer were performed. As a results, river and mixed dredged soil show the separation sedimentation by soil particle size. And sedimentation of clayey dredged soil is parallel to the bottom surface of dredged fill space.

• Resources Recycling
• /
• v.16 no.5
• /
• pp.65-70
• /
• 2007

This study presents the findings of the experiments that were conducted on single- and multi-stage solvent extractors using the stimulus-response method, with the am of identifying flow characteristics of the material inside the mixer-settler-type extractor. The results of this study show that the response characteristics of a single-stage mixer is the same as that of a completely stirred tank reactor (CSTR), and that the lag time of a mixer-settler-type extractor increases with the number of its extraction stages. The experimental data for the single- and multiple-stage extractors were analyzed using K-RTD, a response analysis program, to obtain a retention time distribution (RTD) model of one-stage and four-stage extractors. The correlation coefficient between the calculated values and the experimental data was 0.963 for the one-stage extractor and 0.995 for the four-stage extractor, showing quite a good correlation.

• Journal of the Korean GEO-environmental Society
• /
• v.16 no.7
• /
• pp.15-22
• /
• 2015

This study gives the characteristics of sedimentation-consolidation and surface strength for dredging and landfill areas in each coast. For the analysis of the sedimentation-consolidation characteristics, the column tests were performed and the results were compared with existing various literatures and design reports for dredged soil disposal. The surface strength of landfill soils of west and south coast were investigated by using the portable cone tester. As a results of analysis, the coefficient of sedimentation-consolidation on south coastal dredging soils is more sensitive with variation of initial water contents than on the west coastal dredging soils. And the surface strength of the dredging landfills is a higher in the west coast than in the south coast. Finally, the results of this study will be utilized as a basis data for analysis and design in the field of dredging and landfill.

• Journal of the Korea Organic Resources Recycling Association
• /
• v.28 no.4
• /
• pp.69-75
• /
• 2020

This study was conducted to improve the solid-liquid separation efficiency of clarifiers. To do so, the study did a bio-flocculation experiment simply by controlling the stirring speed (rpm) and baffle angle of a clarifier on a lab scale, but without using a coagulant. For the purpose of the experiment, the feed wall of a clarifier was so improved that a baffle could be installed on the clarifier. Then, it was ensured to change its stirring speed (to 0.0rpm, 0.6rpm, and 1.2rpm), with the angle fixed at 10°. As a result, it was found that concentration efficiency increased by 2.0%, and effluent removal efficiency (SS concentration) by 7.8%, at a stirring speed of 0.6ppm. This indicates the bio-coagulation efficiency of sludge increased with changing stirring speeds. Then, the baffle angle of the sedimentation unit was changed to analyze how the changed baffle angle would affect the sedimentation of sludge. As a result, it was found that the compression of sludge interface was very effective at a baffle angle of 20°. It is hoped that these experimental findings will be useful in improving the sedimentation efficiency of circular clarifiers.

• Korean Journal of Ecology and Environment
• /
• v.55 no.3
• /
• pp.244-250
• /
• 2022

The changes in COD, TOC, T-P, and T-N concentrations were investigated for 2 years in the constructed wetland of Sookcheon, which was installed to improve the water quality of Daecheong reservoir in South Korea. In order to evaluate the pollution level of sediments in the wetland, settling velocity of particulate material (4 times) and sedimet material contents (6 times) were measured. COD and TOC concentrations increased slightly as they passed through wetlands, and T-N and T-P concentration tended to decrease. The material content (COD, T-P, T-N) of aquatic plants was higher in floating-leaved and free-floating macrophytes than emergent macrophytes. As a result of measuring the sedimentation rate of suspended materials, most of the suspended materials introduced into constructed wetlands were sedimented at a rapid rate in the first sedimentation site. In addition, sediment pollution of T-P and T-N in constructed wetland was in severe pollution. The sediments containing a large amount of T-P and T-N were eluted by physical and chemical environmental changes, which is likely to act as internal pollution sources in wetlands.

• Journal of the Korean Ceramic Society
• /
• v.38 no.4
• /
• pp.343-350
• /
• 2001

본 연구에서는 탄산화법으로 침강성 CaCO$_3$분말을 제조하고 제조된 CaCO$_3$현탁액의 분산안정성을 연구하였다. CaCO$_3$현탁액의 pH 변화와 고분자전해질 PMAA와 PAA의 첨가에 따른 입자크기, 유동학적 특성(점도), zeta potential 및 현탁액의 침강속도 등을 측정하였다. 탄산화법에 의해 약 0.1$\mu\textrm{m}$ 크기와 비표면적이 23.57$m^2$/g인 단분단 calcite형 CaCO$_3$분말을 제조하였다. pH가 11인 CaCO$_3$현탁액에 0.01 wt% PMAA가 첨가된 경우에 우수한 분산안정성을 나타내었는데 이는 CaCO$_3$입자표면에 PMAA의 흡착에 의한 electrosteric 안정화기구와 CaCO$_3$입자들 사이의 정전기적 반발력에 의한 것으로 판단된다. PMAA와 PAA 첨가량 변화에 따른 pH 6, 9, 11의 CaCO$_3$현탁액의 침전높이를 측정한 결과 PMAA와 PAA의 농도가 0.15 wt% 부근에서 분산안정성을 보였는데 이는 CaCO$_3$입자들 사이간의 분산제에 의한 뚜렷한 경계를 갖는 흡착층이 형성되었기 때문으로 생각되며 따라서 CaCO$_3$현탁액의 최적 분산안정성을 위해서는 적절한 pH 조절과 PMAA 및 PAA의 첨가가 필요함을 알 수 있다.

• KOREAN JOURNAL OF CROP SCIENCE
• /
• v.34 no.4
• /
• pp.345-352
• /
• 1989

The immunochemical property of lectin in soybean and the presence of lectin in seeds of six soybean cultivars were investigated by immunochemical methods. All seeds of six soybean cultivars formed one precipitin line against the soybean lectin antibody and showed immunochemically homologous precipitin pattern among the cultivars in immunodouble diffusion test. Four antigenic components in soybean lectin were detected by the crossed imuno-electrophoresis of a soybean seed antigen against the soybean lectin antibody. Cultivar, Jangyeop-kong contained the highest amount of lectin and the next were Kwangkyo, Hwangkeumkong, Baegunkong, and Jangbaegkong or Paldal-kong in order of lectin content. The lectin purified from the seeds of six soybean cultivars agglutinated rabbit erythrocytes, but did not agglutinate the fungal spores which were Fusarium sp., Alternaria sp., Cuvalaria sp., and Colletotrichum sp. isolated from the infected seeds or leaves of soybean.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.379-383
• /
• 2008

본 연구의 목적은 3차원 수리 모델인 ELCOM(Estuary, Lake and Coastal Ocean Model)과 물질 전달모델인 CAEDYM(Computational Aquatic Ecosystem Dynamic Model)을 이용하여 성층화된 저수지로 밀도류 형태로 유입한 부유사의 이송과 확산 그리고 침강특성을 해석하는데 있다. ELCOM은 3차원 수리동력학 모델로써 시공간적인 유속과 수온변화를 예측하는데 사용되었으며, CAEDYM과 매 계산시간 마다 동적으로 연결(Dynamic coupling)되어 부유입자의 이송, 확산, 침강 과정을 모의하였다. 개발된 3차원 모델의 예측 성능은 2004년 홍수기 동안 대청호에서 실측한 자료를 사용하여 검증하였다. 모델의 모의변수는 입자크기별로 구분된 부유물질(SS) 그룹이며, 현장 실측자료인 탁도($C_T$)와 모델 변수인 SS간의 변환을 위해 저수지 지점 별로 측정한 SS-$C_T$ 상관관계를 사용함으로써 부유 입자의 크기분포의 공간적 변동 특성을 반영하였다. 모델은 탁수가 유입하는 환경에서 저수지 성층구조의 변화와 유입 탁수의 밀도류 거동특성, 유입한 부유사의 이송과 확산 그리고 침강특성을 비교적 잘 모의하였다. 저수지로 유입한 부유입자 중 입경이 $20{\mu}m$ 이상인 입자는 매우 빠른 속도로 저수지 바닥에 퇴적된 반면, $10{\mu}m$ 이하의 입자들은 중층에 오랜 시간 부유하며 장기탁수문제를 유발하는 원인이 되었다.